Department Of Local Bodies - Rajasthan

33668925 unit rate work as per requirement in municipal area. 1 dismantling of existing structures like culverts, bridges, retaining walls, cc road 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 50 metres as directed by engineer.lime concrete, cement concrete grade m 10 ( 1:5:10 ) and below 1.1 cement concrete grade m 15 and above and pcc blocks 2 earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe / foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of engineer for following depths, below natural ground / road top level. n all types soils / saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc.depth upto 1.5 m 3 earth work in excavation for roadway, including trimming bottom and side slopes in accordance with requirement of line, grades and cross sections, including disposal of surplus material with all lift and lead upto 1000 metre as per mort&h specification clause 301.in all type of soil 4 carriage of materials by mechanical transport including loading, unloading and stacking :: 5 providing and laying lean cement concrete 1:4:8 in sub base over a prepared sub grade with coarse and fine aggregate conforming to is: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600 1, cement content not to be less than 150 kg / cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 mpa at 7 days, mixed in concrete mixer, laid manualy, compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of mort&h specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. 6 providing and laying un reinforced, plain cement concrete mix with concrete mixer & vibrator pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to is: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints etc including all material, labour, machinery, lighting, guarding and maintenance of diversion.pcc m 20 7 providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering all work upto plinth level :1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) 8 steel work welded in built up sections / framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as requiredin stringers, treads, landings etc. of stair cases including use of chequered plate wherever required, all complete. 9 cement concrete flooring 1:2:4 ( 1 cement : 2 coarse sand : 4 graded 20mm nominal size stone aggregate ) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete.75mm thick 10 brick work with modular bricks of class designation 75 in foundation and plinth in:cement mortar 1:6 ( 1 cement : 6 coarse sand ) . 11 random rubble masonry with hard stone in foundation and plinth :cement mortar 1:6 ( 1 cement : 6 coarse sand ) 12 cement plastering including t&p, scaffolding, material and complete labpour, including cost of water, curing, racking of joints etc. with 20 mm cement plaster of mix :1:6 ( 1 cement : 6 fine / coarse sand ) 13 providing and fixing of precast concrete interlocking tiles of desired shape of m 30 grade manufactured from fully computerized automatic stationery hydraulic viebro pressed machine and fully computerized automatic batching plant of class a1 / a2 as per bs 6717:2001. the cc interlocking paving blocks be laid on average 50mm. thick bed of coarse sand and the joint is to be filled with fine sand. laying procedure on compacted sub base as defined. complete job is to be executed as per the instruction of engineer incharge. the rates to be inclusive of all lead & lifts etc. complete as per specifications. tensile splitting strength, abrasion and braking load etc. as per bs 6717:2001, grey cement.80mm thick 14 stone work in plain ashlar in super structure upto floor five level in cement mortar 1:6 ( 1 cement : 6 coarse sand ) including pointing with cement mortar 1:2 ( 1 white cement : 2 stone dust ) with an admixture of pigment matching the stone shade :one face dressed.red sand stone 15 providing and laying reinforced cement concrete pipe np4 / prestrssed concrete pipe for culverts including jointing ends and fixing collar with cement mortar 1:2 complete as per clause 1000 & 2900 of mort&h specification including all material, labour form work, machinery.450 mm internal diameter 15.1 600 mm internal diameter 16 centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for :foundations, footings, bases of columns, etc. for mass concrete ...

Department Of Local Bodies - Rajasthan

33667504 unit rate work as per requirement in municipal area. civil work 1 dismantling of existing structures like culverts, bridges, retaining walls, cc road 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 50 metres as directed by engineer.lime concrete, cement concrete grade m 10 (1:5:10) and below 1.1 cement concrete grade m 15 and above and pcc blocks 2 earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of engineer for following depths, below natural ground / road top level. n all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc.depth upto 1.5 m 3 earth work in excavation for roadway, including trimming bottom and side slopes in accordance with requirement of line, grades and cross sections, including disposal of surplus material with all lift and lead upto 1000 metre as per mort&h specification clause 301.in all type of soil 4 carriage of materials by mechanical transport including loading, unloading and stacking :: 5 providing and laying lean cement concrete 1:4:8 in sub base over a prepared sub grade with coarse and fine aggregate conforming to is: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600 1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 mpa at 7 days, mixed in concrete mixer, laid manualy, compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of mort&h specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. 6 providing and laying un reinforced, plain cement concrete mix with concrete mixer & vibrator pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to is: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints etc including all material, labour, machinery, lighting, guarding and maintenance of diversion.pcc m 20 7 providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering all work upto plinth level :1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 8 steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as requiredin stringers, treads, landings etc. of stair cases including use of chequered plate wherever required, all complete. 9 cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded 20mm nominal size stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete.75mm thick 10 brick work with modular bricks of class designation 75 in foundation and plinth in:cement mortar 1:6 (1 cement : 6 coarse sand). 11 random rubble masonry with hard stone in foundation and plinth :cement mortar 1:6 (1 cement : 6 coarse sand) 12 cement plastering including t&p, scaffolding, material and complete labpour, including cost of water, curing, racking of joints etc. with 20 mm cement plaster of mix :1:6 (1 cement : 6 fine/ coarse sand) 13 providing and fixing of precast concrete interlocking tiles of desired shape of m 30 grade manufactured from fully computerized automatic stationery hydraulic viebro pressed machine and fully computerized automatic batching plant of class a1/a2 as per bs 6717:2001. the cc interlocking paving blocks be laid on average 50mm. thick bed of coarse sand and the joint is to be filled with fine sand. laying procedure on compacted sub base as defined. complete job is to be executed as per the instruction of engineer incharge. the rates to be inclusive of all lead & lifts etc. complete as per specifications. tensile splitting strength, abrasion and braking load etc. as per bs 6717:2001, grey cement.80mm thick 14 stone work in plain ashlar in super structure upto floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) including pointing with cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade :one face dressed.red sand stone 15 providing and laying reinforced cement concrete pipe np4/ prestrssed concrete pipe for culverts including jointing ends and fixing collar with cement mortar 1:2 complete as per clause 1000 & 2900 of mort&h specification including all material, labour form work, machinery.450 mm internal diameter 15.1 600 mm internal diameter 16 centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for :foundations, footings, bases of columns, etc. for mass concrete ...

Public Works Department - Rajasthan

33658009 remaining work of package no rj 10 01/5054/srf/np/2017 18 in distt chittorgarh sl. no. item description 1 clearinggrassandremovalofrubbish (maximum 150mm) upto a distance of 50 metres outsidetheperipheryoftheareacleared–by manual means. 2 bijaypur gwalier road (odr 4) ch 0/00 to 3/00 road 3 semalpura bijaypur road (vr 29) ch 20/00 to 21/600 road 4 semalpura bijaypur road to gopalpura road (vr 297) ch 0/00 to 1/100 road 5 nh 76 to suwawa road (vr 295) ch 0/00 to 3/300 road 6 palka to jaisinghpura road (vr 299) ch 0/00 to 2/600 road 7 gosundi pal sadi upto paler chouraha (vr 9) ch 4/400 to 11/400 8 nh 76 to siyaliya road (vr 198) ch 0/500 to 1/500 road 9 a/r rasyamagri road (vr 30) ch 2/500 to 4/300 road 10 scarifying, including picking up scarified material and stacking ofoldserviceable materialwithin a lead of 1000 meter [morth specification: clause topbituminoussurfaceofsurfacedressingor sdbc or premix carpet with all lift and lead upto 1000m for reusable materials. 11 bijaypur gwalier road (odr 4) ch 0/00 to 3/00 road 12 semalpura bijaypur road (vr 29) ch 20/00 to 21/600 road 13 semalpura bijaypur road to gopalpura road (vr 297) ch 0/00 to 1/100 road 14 nh 76 to suwawa road (vr 295) ch 0/00 to 3/300 road 15 palka to jaisinghpura road (vr 299) ch 0/00 to 2/600 road 16 gosundi pal sadi upto paler chouraha (vr 9) ch 4/400 to 11/400 17 nh 76 to siyaliya road (vr 198) ch 0/500 to 1/500 road 18 a/r rasyamagri road (vr 30) ch 2/500 to 4/300 road 19 earthwork in excavation for roadway in soil,including stacking / disposal of surplus material exclusive of compensation of earth (morth specification : clause 301 to 305). by hydraulic excavator ck 90 of 0.9 cum bucket capacity and tipper with disposal upto 1000 mtrs. 20 bijaypur gwalier road (odr 4) ch 0/00 to 3/00 road 21 semalpura bijaypur road (vr 29) ch 20/00 to 21/600 road 22 semalpura bijaypur road to gopalpura road (vr 297) ch 0/00 to 1/100 road 23 nh 76 to suwawa road (vr 295) ch 0/00 to 3/300 road 24 palka to jaisinghpura road (vr 299) ch 0/00 to 2/600 road 25 gosundi pal sadi upto paler chouraha (vr 9) ch 4/400 to 11/400 26 nh 76 to siyaliya road (vr 198) ch 0/500 to 1/500 road 27 a/r rasyamagri road (vr 30) ch 2/500 to 4/300 road 28 providing, laying and spreading and compacting specified graded crushed stone in sub base course including premixing the material at omc in mechanical mixer (pug mill), carriage of mixed material, laying in uniform layers with motor grader, f.e. loader, on a prepared surface and compacting with vibratory compactor to achieve the desired density including all material, labour, machinery, lighting barricading and maintenance of driversion complete. (morth specification clause 401). with all lead & lift 29 bijaypur gwalier road (odr 4) ch 0/00 to 3/00 road 30 semalpura bijaypur road (vr 29) ch 20/00 to 21/600 road 31 semalpura bijaypur road to gopalpura road (vr 297) ch 0/00 to 1/100 road 32 nh 76 to suwawa road (vr 295) ch 0/00 to 3/300 road 33 palka to jaisinghpura road (vr 299) ch 0/00 to 2/600 road 34 gosundi pal sadi upto paler chouraha (vr 9) ch 4/400 to 11/400 35 nh 76 to siyaliya road (vr 198) ch 0/500 to 1/500 road 36 a/r rasyamagri road (vr 30) ch 2/500 to 4/300 road 37 providing,layingandspreadingofgranularsub basebyprovidingclosegradedmaterial,mixing inamechanicalmixplantatomccarriageof mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. by mix in place method grading iii 38 bijaypur gwalier road (odr 4) ch 0/00 to 3/00 road 39 semalpura bijaypur road (vr 29) ch 20/00 to 21/600 road 40 semalpura bijaypur road to gopalpura road (vr 297) ch 0/00 to 1/100 road 41 nh 76 to suwawa road (vr 295) ch 0/00 to 3/300 road 42 palka to jaisinghpura road (vr 299) ch 0/00 to 2/600 road 43 gosundi pal sadi upto paler chouraha (vr 9) ch 4/400 to 11/400 44 nh 76 to siyaliya road (vr 198) ch 0/500 to 1/500 road 45 a/r rasyamagri road (vr 30) ch 2/500 to 4/300 road 46 providing, laying, spreading and compacting crushedgradedstoneaggregateaspertable 400 10&400.11towetmixmacadam specifications including premixing the material with water to omc in mechanical mixer (pug mill) as per design mix, carriage of mixed material by tipper to site laying in uniform layers, with motor grader/f.e.loader/paverfinisher,insub base/base course on a well prepared under base andcompactingwithvibratoryrollertoachieve thedesireddensityincludinglighting,guarding, barricadingandmaintenanceofdriversionetc. (morth specification : clause 406). with all lead& lift 47 bijaypur gwalier road (odr 4) ch 0/00 to 3/00 road 48 semalpura bijaypur road (vr 29) ch 20/00 to 21/600 road 49 semalpura bijaypur road to gopalpura road (vr 297) ch 0/00 to 1/100 road 50 nh 76 to suwawa road (vr 295) ch 0/00 to 3/300 road 51 palka to jaisinghpura road (vr 299) ch 0/00 to 2/600 road 52 gosundi pal sadi upto paler chouraha (vr 9) ch 4/400 to 11/400 53 nh 76 to siyaliya road (vr 198) ch 0/500 to 1/500 road 54 a/r rasyamagri road (vr 30) ch 2/500 to 4/300 road 55 providing and applying primer coat over prepared surfaceofgranularbasewithbitumenemulsion asperis:8887&manufacturer?sspecifications @7 kg/10sqmwithaselfpropelledortowed bitumenpressuresprayerequippedforspraying thematerialuniformlyatspecifiedratesand temperatures (including cleaning of road surface) as per morth specification : cl. 502, 112 56 bijaypur gwalier road (odr 4) ch 0/00 to 3/00 road 57 semalpura bijaypur road (vr 29) ch 20/00 to 21/600 road 58 semalpura bijaypur road to gopalpura road (vr 297) ch 0/00 to 1/100 road 59 nh 76 to suwawa road (vr 295) ch 0/00 to 3/300 road 60 palka to jaisinghpura road (vr 299) ch 0/00 to 2/600 road 61 gosundi pal sadi upto paler chouraha (vr 9) ch 4/400 to 11/400 62 nh 76 to siyaliya road (vr 198) ch 0/500 to 1/500 road 63 a/r rasyamagri road (vr 30) ch 2/500 to 4/300 road 64 providing and applying tack coat on the prepared surface, with bitumen emulsion as per is:8887 & manufacturer’s specifications @0.25 kg/sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures (including cleaning of road surface) as per morth specification cl. 502, 112. 65 bijaypur gwalier road (odr 4) ch 0/00 to 3/00 road 66 semalpura bijaypur road (vr 29) ch 20/00 to 21/600 road 67 semalpura bijaypur road to gopalpura road (vr 297) ch 0/00 to 1/100 road 68 nh 76 to suwawa road (vr 295) ch 0/00 to 3/300 road 69 palka to jaisinghpura road (vr 299) ch 0/00 to 2/600 road 70 gosundi pal sadi upto paler chouraha (vr 9) ch 4/400 to 11/400 71 nh 76 to siyaliya road (vr 198) ch 0/500 to 1/500 road 72 a/r rasyamagri road (vr 30) ch 2/500 to 4/300 road 73 providing and laying open graded premix carpet 20mm thick (compacted), on prepared surface in a single course as wearing course, composed of specified graded crushed aggregates as per table 500 23, heating bituminous binder @ 14.6 kg/10 sqm and aggregates in hot mix plant (including cost of anti stripping compound, wherever required), transporting the mixed material with tipper and laying with paver finisher to the required level and grade, rolling with power roller, 8 10 tonne, but excluding cost of tack coat and seal coat with lead for mix of material 1 km (morth specification : clause 510, 112) in hot mix plant 40 60 tph, including loading of aggregates with f.e. loader bitumen vg10 grade 74 bijaypur gwalier road (odr 4) ch 0/00 to 3/00 road 75 semalpura bijaypur road (vr 29) ch 20/00 to 21/600 road 76 semalpura bijaypur road to gopalpura road (vr 297) ch 0/00 to 1/100 road 77 nh 76 to suwawa road (vr 295) ch 0/00 to 3/300 road 78 palka to jaisinghpura road (vr 299) ch 0/00 to 2/600 road 79 gosundi pal sadi upto paler chouraha (vr 9) ch 4/400 to 11/400 80 nh 76 to siyaliya road (vr 198) ch 0/500 to 1/500 road 81 a/r rasyamagri road (vr 30) ch 2/500 to 4/300 road 82 providing and applying premixed seal coat type “b” comprising of thin application of fine aggregate (0.06 cum per 10 sqm) premix with (6.8 kg per 10 sqm) bitumen binder (including cost of anti stripping compound, wherever required) in mini hot mix plant 6 10 tph, and laying with paver finisher and rolling with power roller 8 10 tonne, including all lead of mix material (morthspecification : clause 511). bitumen vg10 grade 83 bijaypur gwalier road (odr 4) ch 0/00 to 3/00 road 84 semalpura bijaypur road (vr 29) ch 20/00 to 21/600 road 85 semalpura bijaypur road to gopalpura road (vr 297) ch 0/00 to 1/100 road 86 nh 76 to suwawa road (vr 295) ch 0/00 to 3/300 road 87 palka to jaisinghpura road (vr 299) ch 0/00 to 2/600 road 88 gosundi pal sadi upto paler chouraha (vr 9) ch 4/400 to 11/400 89 nh 76 to siyaliya road (vr 198) ch 0/500 to 1/500 road 90 a/r rasyamagri road (vr 30) ch 2/500 to 4/300 road 91 providing and laying reinforced cement concrete pipes np 3 for culverts including jointing ends and fixing collar with cement mortar 1:2. (morth specification : clause 1000/2900). 300 mm dia 92 bijaypur gwalier road (odr 4) ch 0/00 to 3/00 road 93 semalpura bijaypur road (vr 29) ch 20/00 to 21/600 road 94 semalpura bijaypur road to gopalpura road (vr 297) ch 0/00 to 1/100 road 95 nh 76 to suwawa road (vr 295) ch 0/00 to 3/300 road 96 palka to jaisinghpura road (vr 299) ch 0/00 to 2/600 road 97 gosundi pal sadi upto paler chouraha (vr 9) ch 4/400 to 11/400 98 nh 76 to siyaliya road (vr 198) ch 0/500 to 1/500 road 99 a/r rasyamagri road (vr 30) ch 2/500 to 4/300 road 100 providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per irc:35 .the finished surface to be level, uniform and free from streaks and holes. 101 bijaypur gwalier road (odr 4) ch 0/00 to 3/00 road 102 semalpura bijaypur road (vr 29) ch 20/00 to 21/600 road 103 semalpura bijaypur road to gopalpura road (vr 297) ch 0/00 to 1/100 road 104 nh 76 to suwawa road (vr 295) ch 0/00 to 3/300 road 105 palka to jaisinghpura road (vr 299) ch 0/00 to 2/600 road 106 gosundi pal sadi upto paler chouraha (vr 9) ch 4/400 to 11/400 107 nh 76 to siyaliya road (vr 198) ch 0/500 to 1/500 road 108 a/r rasyamagri road (vr 30) ch 2/500 to 4/300 road 109 providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing 90 cm equilateral triangle 110 bijaypur gwalier road (odr 4) ch 0/00 to 3/00 road 111 semalpura bijaypur road (vr 29) ch 20/00 to 21/600 road 112 semalpura bijaypur road to gopalpura road (vr 297) ch 0/00 to 1/100 road 113 nh 76 to suwawa road (vr 295) ch 0/00 to 3/300 road 114 palka to jaisinghpura road (vr 299) ch 0/00 to 2/600 road 115 gosundi pal sadi upto paler chouraha (vr 9) ch 4/400 to 11/400 116 nh 76 to siyaliya road (vr 198) ch 0/500 to 1/500 road 117 a/r rasyamagri road (vr 30) ch 2/500 to 4/300 road 118 providingandlayingreinforcedcement concrete pipes np 3 for culverts including jointing ends and fixing collar with cement mortar1:2. (morth specification : clause 1000/2900).600mm dia 119 bijaypur gwalier road (odr 4) ch 0/00 to 3/00 road 120 semalpura bijaypur road (vr 29) ch 20/00 to 21/600 road 121 semalpura bijaypur road to gopalpura road (vr 297) ch 0/00 to 1/100 road 122 nh 76 to suwawa road (vr 295) ch 0/00 to 3/300 road 123 palka to jaisinghpura road (vr 299) ch 0/00 to 2/600 road 124 gosundi pal sadi upto paler chouraha (vr 9) ch 4/400 to 11/400 125 nh 76 to siyaliya road (vr 198) ch 0/500 to 1/500 road 126 a/r rasyamagri road (vr 30) ch 2/500 to 4/300 road 127 providing and erecting direction and place identification retro reflectorised sign asper irc:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3, fixed over aluminium sheeting, 2 mm thickwith areanot exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with m 15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and technical specification clause 1701 128 bijaypur gwalier road (odr 4) ch 0/00 to 3/00 road 129 semalpura bijaypur road (vr 29) ch 20/00 to 21/600 road 130 semalpura bijaypur road to gopalpura road (vr 297) ch 0/00 to 1/100 road 131 nh 76 to suwawa road (vr 295) ch 0/00 to 3/300 road 132 palka to jaisinghpura road (vr 299) ch 0/00 to 2/600 road 133 gosundi pal sadi upto paler chouraha (vr 9) ch 4/400 to 11/400 134 nh 76 to siyaliya road (vr 198) ch 0/500 to 1/500 road 135 a/r rasyamagri road (vr 30) ch 2/500 to 4/300 road 136 providing and erecting direction and place identification retro reflectorised sign as per irc :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 nos. firmly fixed to the ground by means of properly designed foundation with m 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing 137 bijaypur gwalier road (odr 4) ch 0/00 to 3/00 road 138 semalpura bijaypur road (vr 29) ch 20/00 to 21/600 road 139 semalpura bijaypur road to gopalpura road (vr 297) ch 0/00 to 1/100 road 140 nh 76 to suwawa road (vr 295) ch 0/00 to 3/300 road 141 palka to jaisinghpura road (vr 299) ch 0/00 to 2/600 road 142 gosundi pal sadi upto paler chouraha (vr 9) ch 4/400 to 11/400 143 nh 76 to siyaliya road (vr 198) ch 0/500 to 1/500 road 144 a/r rasyamagri road (vr 30) ch 2/500 to 4/300 road 145 reinforced cement concrete m15grade kilometre stone of standard design as per irc:8 1980, fixing in position including painting and printing etc 146 ordinary kilometer stone (precast) 147 bijaypur gwalier road (odr 4) ch 0/00 to 3/00 road 148 semalpura bijaypur road (vr 29) ch 20/00 to 21/600 road 149 semalpura bijaypur road to gopalpura road (vr 297) ch 0/00 to 1/100 road 150 nh 76 to suwawa road (vr 295) ch 0/00 to 3/300 road 151 palka to jaisinghpura road (vr 299) ch 0/00 to 2/600 road 152 gosundi pal sadi upto paler chouraha (vr 9) ch 4/400 to 11/400 153 nh 76 to siyaliya road (vr 198) ch 0/500 to 1/500 road 154 a/r rasyamagri road (vr 30) ch 2/500 to 4/300 road 155 200 m stone (precast) 156 bijaypur gwalier road (odr 4) ch 0/00 to 3/00 road 157 semalpura bijaypur road (vr 29) ch 20/00 to 21/600 road 158 semalpura bijaypur road to gopalpura road (vr 297) ch 0/00 to 1/100 road 159 nh 76 to suwawa road (vr 295) ch 0/00 to 3/300 road 160 palka to jaisinghpura road (vr 299) ch 0/00 to 2/600 road 161 gosundi pal sadi upto paler chouraha (vr 9) ch 4/400 to 11/400 162 nh 76 to siyaliya road (vr 198) ch 0/500 to 1/500 road 163 a/r rasyamagri road (vr 30) ch 2/500 to 4/300 road 164 providing and laying un reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement, coarse and fine aggregate conforming to is:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures and vacuum processing pump as approved, curing compound, finishing to lines and grades as per drawing as per morth specification : clause no. 602, 112. using cement concrete m 30 pavement grade 165 bijaypur gwalier road (odr 4) ch 0/00 to 3/00 road 166 semalpura bijaypur road (vr 29) ch 20/00 to 21/600 road 167 semalpura bijaypur road to gopalpura road (vr 297) ch 0/00 to 1/100 road 168 nh 76 to suwawa road (vr 295) ch 0/00 to 3/300 road 169 palka to jaisinghpura road (vr 299) ch 0/00 to 2/600 road 170 gosundi pal sadi upto paler chouraha (vr 9) ch 4/400 to 11/400 171 nh 76 to siyaliya road (vr 198) ch 0/500 to 1/500 road 172 a/r rasyamagri road (vr 30) ch 2/500 to 4/300 road 173 providingandlayingreinforcedcement concrete pipes np 3 for culverts including jointing ends and fixing collar with cement mortar1:2. (morth specification : clause 1000/2900).1000mm dia 174 bijaypur gwalier road (odr 4) ch 0/00 to 3/00 road 175 semalpura bijaypur road (vr 29) ch 20/00 to 21/600 road 176 semalpura bijaypur road to gopalpura road (vr 297) ch 0/00 to 1/100 road 177 nh 76 to suwawa road (vr 295) ch 0/00 to 3/300 road 178 palka to jaisinghpura road (vr 299) ch 0/00 to 2/600 road 179 gosundi pal sadi upto paler chouraha (vr 9) ch 4/400 to 11/400 180 nh 76 to siyaliya road (vr 198) ch 0/500 to 1/500 road 181 a/r rasyamagri road (vr 30) ch 2/500 to 4/300 road 182 providing & laying mechanically mixed and vibrated cement concrete in foundation upto a depth of 1.5mtr, below ground level and 1.5mtr. above ground/bed level. [morth specification : clause 1000/1700]. cement concrete 1:3:6 mix with stone aggregate 40 mm crusher broken. 183 bijaypur gwalier road (odr 4) ch 0/00 to 3/00 road 184 semalpura bijaypur road (vr 29) ch 20/00 to 21/600 road 185 semalpura bijaypur road to gopalpura road (vr 297) ch 0/00 to 1/100 road 186 nh 76 to suwawa road (vr 295) ch 0/00 to 3/300 road 187 palka to jaisinghpura road (vr 299) ch 0/00 to 2/600 road 188 gosundi pal sadi upto paler chouraha (vr 9) ch 4/400 to 11/400 189 nh 76 to siyaliya road (vr 198) ch 0/500 to 1/500 road 190 a/r rasyamagri road (vr 30) ch 2/500 to 4/300 road 191 earthwork in excavation of foundation structures as per drawing and technical specifications (morth specification : clause no. 304) by mechanical means (dewatering not required)ordinary soil 192 bijaypur gwalier road (odr 4) ch 0/00 to 3/00 road 193 semalpura bijaypur road (vr 29) ch 20/00 to 21/600 road 194 semalpura bijaypur road to gopalpura road (vr 297) ch 0/00 to 1/100 road 195 nh 76 to suwawa road (vr 295) ch 0/00 to 3/300 road 196 palka to jaisinghpura road (vr 299) ch 0/00 to 2/600 road 197 gosundi pal sadi upto paler chouraha (vr 9) ch 4/400 to 11/400 198 nh 76 to siyaliya road (vr 198) ch 0/500 to 1/500 road 199 a/r rasyamagri road (vr 30) ch 2/500 to 4/300 road 200 providing and laying plain cement concrete m 15 mix with stone aggregate 20mm nominal size mechanically mixed and vibrated in foundation upto a depth of 1.50 below ground level and or 1.50mtr. above ground/bed level. 201 bijaypur gwalier road (odr 4) ch 0/00 to 3/00 road 202 semalpura bijaypur road (vr 29) ch 20/00 to 21/600 road 203 semalpura bijaypur road to gopalpura road (vr 297) ch 0/00 to 1/100 road 204 nh 76 to suwawa road (vr 295) ch 0/00 to 3/300 road 205 palka to jaisinghpura road (vr 299) ch 0/00 to 2/600 road 206 gosundi pal sadi upto paler chouraha (vr 9) ch 4/400 to 11/400 207 nh 76 to siyaliya road (vr 198) ch 0/500 to 1/500 road 208 a/r rasyamagri road (vr 30) ch 2/500 to 4/300 road 209 earthwork in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layer, ramming, watering and disposal of surplus soil within a lead of 1000 meters, as per drawing and technical earth in excavation for foundation of specification. [morth specification : clause 304].in ordinary soil [morth specification : clause 301].by mechanical means.depth upto 3m 210 bijaypur gwalier road (odr 4) ch 0/00 to 3/00 road 211 semalpura bijaypur road (vr 29) ch 20/00 to 21/600 road 212 semalpura bijaypur road to gopalpura road (vr 297) ch 0/00 to 1/100 road 213 nh 76 to suwawa road (vr 295) ch 0/00 to 3/300 road 214 palka to jaisinghpura road (vr 299) ch 0/00 to 2/600 road 215 gosundi pal sadi upto paler chouraha (vr 9) ch 4/400 to 11/400 216 nh 76 to siyaliya road (vr 198) ch 0/500 to 1/500 road 217 a/r rasyamagri road (vr 30) ch 2/500 to 4/300 road 218 plain cement concrete 1:3:6 with 40mm nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibrator including curing for 14 days. (morth specification clause : 2100) 219 bijaypur gwalier road (odr 4) ch 0/00 to 3/00 road 220 semalpura bijaypur road (vr 29) ch 20/00 to 21/600 road 221 semalpura bijaypur road to gopalpura road (vr 297) ch 0/00 to 1/100 road 222 nh 76 to suwawa road (vr 295) ch 0/00 to 3/300 road 223 palka to jaisinghpura road (vr 299) ch 0/00 to 2/600 road 224 gosundi pal sadi upto paler chouraha (vr 9) ch 4/400 to 11/400 225 nh 76 to siyaliya road (vr 198) ch 0/500 to 1/500 road 226 a/r rasyamagri road (vr 30) ch 2/500 to 4/300 road 227 stone masonry work in cement mortar 1:4 with mechanical mixer for foundation (any level) complete, including all scaffolding etc., excluding pointing and plastering, as per drawing and technical specification. [morth specification : section 1000, 1400].random rubble masonry (coursed/uncoursed) 228 bijaypur gwalier road (odr 4) ch 0/00 to 3/00 road 229 semalpura bijaypur road (vr 29) ch 20/00 to 21/600 road 230 semalpura bijaypur road to gopalpura road (vr 297) ch 0/00 to 1/100 road 231 nh 76 to suwawa road (vr 295) ch 0/00 to 3/300 road 232 palka to jaisinghpura road (vr 299) ch 0/00 to 2/600 road 233 gosundi pal sadi upto paler chouraha (vr 9) ch 4/400 to 11/400 234 nh 76 to siyaliya road (vr 198) ch 0/500 to 1/500 road 235 a/r rasyamagri road (vr 30) ch 2/500 to 4/300 road 236 providing cement plaster 20mm thick in cement mortar 1:3 at all levels (morth specification : clause 1000/1300) 237 bijaypur gwalier road (odr 4) ch 0/00 to 3/00 road 238 semalpura bijaypur road (vr 29) ch 20/00 to 21/600 road 239 semalpura bijaypur road to gopalpura road (vr 297) ch 0/00 to 1/100 road 240 nh 76 to suwawa road (vr 295) ch 0/00 to 3/300 road 241 palka to jaisinghpura road (vr 299) ch 0/00 to 2/600 road 242 gosundi pal sadi upto paler chouraha (vr 9) ch 4/400 to 11/400 243 nh 76 to siyaliya road (vr 198) ch 0/500 to 1/500 road 244 a/r rasyamagri road (vr 30) ch 2/500 to 4/300 road 245 supply of flood gauge (water gauge) as per irc 67 standard 200cm long fixed on angle iron posts 50×50×6mm 2.6m long 246 bijaypur gwalier road (odr 4) ch 0/00 to 3/00 road 247 semalpura bijaypur road (vr 29) ch 20/00 to 21/600 road 248 semalpura bijaypur road to gopalpura road (vr 297) ch 0/00 to 1/100 road 249 nh 76 to suwawa road (vr 295) ch 0/00 to 3/300 road 250 palka to jaisinghpura road (vr 299) ch 0/00 to 2/600 road 251 gosundi pal sadi upto paler chouraha (vr 9) ch 4/400 to 11/400 252 nh 76 to siyaliya road (vr 198) ch 0/500 to 1/500 road 253 a/r rasyamagri road (vr 30) ch 2/500 to 4/300 road 254 fixingoffloodgauge(watergauge)incement concretem 15mixsize30×30×60cmcompleteincluding transporting excavation etc. complete. 255 bijaypur gwalier road (odr 4) ch 0/00 to 3/00 road 256 semalpura bijaypur road (vr 29) ch 20/00 to 21/600 road 257 semalpura bijaypur road to gopalpura road (vr 297) ch 0/00 to 1/100 road 258 nh 76 to suwawa road (vr 295) ch 0/00 to 3/300 road 259 palka to jaisinghpura road (vr 299) ch 0/00 to 2/600 road 260 gosundi pal sadi upto paler chouraha (vr 9) ch 4/400 to 11/400 261 nh 76 to siyaliya road (vr 198) ch 0/500 to 1/500 road 262 a/r rasyamagri road (vr 30) ch 2/500 to 4/300 road 263 whitewashingofparapetskerbsrailingstrees boundarystoneguardstonesguidestonesandtree guards etc. complete. 264 old surface two coats 265 bijaypur gwalier road (odr 4) ch 0/00 to 3/00 road 266 semalpura bijaypur road (vr 29) ch 20/00 to 21/600 road 267 semalpura bijaypur road to gopalpura road (vr 297) ch 0/00 to 1/100 road 268 nh 76 to suwawa road (vr 295) ch 0/00 to 3/300 road 269 palka to jaisinghpura road (vr 299) ch 0/00 to 2/600 road 270 gosundi pal sadi upto paler chouraha (vr 9) ch 4/400 to 11/400 271 nh 76 to siyaliya road (vr 198) ch 0/500 to 1/500 road 272 a/r rasyamagri road (vr 30) ch 2/500 to 4/300 road 273 labour charges for white washing 274 bijaypur gwalier road (odr 4) ch 0/00 to 3/00 road 275 semalpura bijaypur road (vr 29) ch 20/00 to 21/600 road 276 semalpura bijaypur road to gopalpura road (vr 297) ch 0/00 to 1/100 road 277 nh 76 to suwawa road (vr 295) ch 0/00 to 3/300 road 278 palka to jaisinghpura road (vr 299) ch 0/00 to 2/600 road 279 gosundi pal sadi upto paler chouraha (vr 9) ch 4/400 to 11/400 280 nh 76 to siyaliya road (vr 198) ch 0/500 to 1/500 road 281 a/r rasyamagri road (vr 30) ch 2/500 to 4/300 road ...

Urban Improvement Trust - Rajasthan

32830880 various civil work and repairing work in sub div i of div. ii a area. ( arc ) civil works 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 upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter.all kinds of soils 2 earth work in excavation by mechanical means (hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal ofexcavated earth, lead upto 50m andlift upto 1.5 m , disposed earth to be levelled and neatly dressed: all kinds of soil 3 providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering all work up to plinth level. m10 grade nominal mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 20mm nominal size). 4 providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering all work up to plinth level.m20 grade nominal mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stoneaggregate 20mm nominal size). 5 random rubble stone masonry for with hard stone in foundation and plinth in cement sand mortar above 30 cm thick wall in:cement mortar 1:6 ( 1 cement : 6 sand). 6 providing and laying damp proof course with cement concrete grade m 150 (1 : 2 : 4) mortar prepared with 1% solution of water proof compound complete as per specification . 50mm thick. 7 plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : 20mm thick. 8 cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, making of lines or groove etc complete but excluding the cost of nosing of steps etc. complete. 50mmthickwith20mmthicknominalsizeaggregate. 9 centering and shuttering with plywood or steel plate including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc. 10 providing and laying in position specified grade ofcement concrete forall rcc structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. m20 grade nominal mix 11 providing and fabricating reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor three level. 12 m 40,80mm thick to be used in medium traffic (medium trafficis defind as a daily traffic of 150 450 commercial vehicles exceeding 30 kn laden weight , or an equivalent of 0.5 to 2.0 msa for a design life of 20years) like city streets, small and medium market roads, low volume roads ,ytility cuts on arterial roads, etc. category bdenated only two side like i,z,t shape etc. as per irc sp 63:2004 13 add extra over rates of 1a to e, if colored paver blocks are used 14 supply & stacking good soil of earth at site complete including loading unloading & transportation etc. good soil of earth 15 spreading of manure and good earth in required thickness (cost of manure and good earth to be paid separately). 16 s & fcc 1:2:4 (m15) precast kerb on dand upto 60 cm length over 20 mm thick base of cement mortar 1:6 including jointing, earthwork, painting and jointing with cement mortar 1:4 of size.15 × 40 cm 17 polished blue kota stone flooring skirting, laid over 20 mm thick base of c.m. 1 : 4 and jointed with grey cement slurry to match the shade of the slab including rubbing and polishing complete :for area of each slab from 2001 to 5000 sq.cm : 25 mm thick slab. 18 rough chisel dressed stone flooring over 20 mm (av.) thick base in cm 1 : 6 including pointing with cement mortar 1 : 2 (1 cement : 2 stone dust) with and admixture of pigment to match the shade of stone with joint thickness upto 15 mm : 35 mm thick red sand stone. 19 providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide 20 add extra if square, rectangular hollow tubular sections are used. 21 painting with synthetic enamel paint of approved brand and manufacture togive an even shade : two or more coats on new work 22 painting with synthetic enamel paint of approved brand and manufacture togive an even shade : one or more coats on old work. 23 finishing wall with water proofing cement paint of approved brand and manufacture and or required shadetogive an even shade including all scaffolding: on new surface. 24 finishing wall with water proofing cement paint of approved brand and manufacture and or required shadetogive an even shade including all scaffolding: on old surface. 25 providing stone slab covering over drains including filling of joints in cement sand mortar 1 : 3 with 35 mm thick cement concrete flooring 1 : 2 : 4 mix complete with good finish with : stone slab 40 to 50 mm thick average. 26 providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering all work up to plinth level. m20 grade nominal mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stoneaggregate 20mm nominal size). 27 flyash brick masonry with flyash bricks of class designation 75infoundation and plinth. cement mortar 1 : 6 (1 cement : 6 coarse sand) 28 flyash flyash brick work with flyash flyash bricks of class designation 75 in superstructure above plinth level upto floor three level in all shapes and sizes in :cement mortar 1 : 6 (1 cement : 6 coarse sand) 29 chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of tiles includingrubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 (1 cement : 4 coarse sand) light shade using shade cement. 30 p&f rigid pvc pipe (is:4985 mark) class ii/ (4 kg. /cm2.) approved quality /makeincluding joining the pipe with solvent cement rubber ring and lubricant. 110 mm dia 31 providing and laying reinforced cement concrete pipes np 3 for culverts including jointing ends and fixing collar with cement mortar 1:2. (morth specification : clause 1000/2900). 32 300 mm dia 33 600 mm dia 34 providing and fixing 15 to 20 mm thick granite stone slab mirror polished and machine edge cut in walls, pillars, steps, shelves, sills counters, floors etc. laid on 12 mm (av.) thick base of cement mortar 1 : 3 (1 cement : 3 coarse sand) jointing with white cement mortar 1 : 2 (1 white cement : 2 marble dust) with pigment to match the shade of the granite slab complete including rubbing and polishing of :jhansi (red/chocolate colour) above 3601 cm2 slabs 35 transportation of excavated of earth from site including loading unloading etc. complete with all lead and lift. lead upto 5 km. 36 wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade : two or more coats on new work including preparation of base with primer, putty, lippy complete in all respect. 37 painting exterior surface ofwallwith 100% acrylic exterior paint of approved brand and manufacture to give an even shade with two or more coats including prepartion of base with sand papering, primer, putty,etc complete in all respect. new work 38 providing and applying white cement based puttyover plastered surface to prepare the surface even and smooth complete 39 providing, laying and spreading of granular sub base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotavator at omc, and compacting with vibratory roller to achieve the desired density, complete as per morth specification : clause no. 401. grading iii 40 p & f stone cladding / flooring works dressed bansi paharpur stone 25mm thick in traditional style used in cladding/flooring with pattern over 25 to 50 mm thick base in cm 1:6 including pointing with cement mortar 1:2 (cement : 2 stone dust) matche the shade of stone with joint thickness upto 1.5mm as per direction of engineer in charge. 41 single piece of stone element with carving work in bansi paharpur stone includes stone pillar, stone base, todies and thabi etc carving work as per direction of engineer in charge 42 providing and fixing 1st quality standard white, grey, ivory, fume red brown, light green, light blue and other light shades glazed tiles confirming to is : 13753 & is :15622 of size 300mm x 450mm in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (excluding the cost of cement plaster on walls and pillar). 43 providing and fixing 1st quality mat finished ceremic tile size 300x300mm confirmingto is : 13755 and is : 15622 colour such as white, grey, ivory, fume red brown, light green, light blue and other light shades in floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (including the cost of cement mortar bed 1:4). 44 p/laying p.v.c./ xlpe insulated & p.v.c. sheathed cable of 1.1 kv grade with aluminium conductor of is:1554 p i / is :7098 p i of group 1 of approved makein ground as per is:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand,iind class bricks covering, refilling earth,compaction of earth, making necessary connection, testing etc. as required of size. 4.0 sq.mm 4 core 45 p/laying p.v.c./ xlpe insulated & p.v.c. sheathed cable of 1.1 kv grade with aluminium conductor of is:1554 p i / is :7098 p i of group 1 of approved makein ground as per is:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand,iind class bricks covering, refilling earth,compaction of earth, making necessary connection, testing etc. as required of size. 6.0 sq.mm 4 core 46 p&f strip type fluorescent tube fitting fabricated from (crca) sheet and finished with powder coating/stove enamelled paint/ (extruded non corrosive uv resist ep channel) complete with accessories like (occb, starter, starter seat) / eb, rotor holder, terminal block duly prewired with copper conductor including making connection, testing etc. as required. (without tube) 1×36 watts with occb, group i 47 p&f fluorescent tube rod in existing fixtures as required. fluorescent powder coated 36/40 watts, group ii 48 p & f double ball bearing capacitor start, aluminium body & blade ceilingfanwith down rod up to 30 cm with 3 x 1.5 sq.mm pvc insulated flexible copper conductor making connection testing etc. as required.1200 mm sweep.group i 49 providing and fixingaluminum workfor doors ,windows, ventilators and partition with extruded built up standard tubular / appropriate z sections and other sections of approved make conforming to is :733 and is :1285,fixed with rawl plugs and screws or with fixing clips ,or with expansion hold fasteners including necessary filling up of gap. at junctions , at top ,bottom and sides with required pvc/neoprene felt etc. aluminium section shall be smooth ,rust free, straight ,mitered and jointed mechanically wherever required including cleat angle aluminium snap beading for glazing /paneling , c.p. brass/ stainless steel screws al. tower bolt & al. handle & al. aldrop etc.,all complete as per architectural drawings and thedirections of engineer in – charge .(glazing and paneling to be paid for separately). anodised aluminum (anodised transparent 81 dyed to required shade according to is : 1868. (minimum anodic coating of grade ac 15, anodizing to be got done from approved anodizer) for fixed portion 50 for shutters builtup standard tubular sections of openable doors ,windows & ventilators including providing & fixing hinges / rollers etc. and making provision for fixing of fittings wherever required (lockes shall be paid for separately). anodised aluminum (anodised transparent 81 dyed to required shade according to is : 1868. (minimum anodic coating of grade ac 15, anodizing to be got done from approved anodizer) 51 providing and fixing 12 mm thick prelaminated three layer medium density (exterior grade ) particle board grade i, type ii conforming to is : 12823 bonded formaldehyde synthetic resin ,of approved brand and manufacture in paneling fixed in aluminium doors ,windows shutters and partition frames with c.p. brass / stainless steel screws etc. complete as per architectural drawings and direction of engineer in charge. prelaminated particle board with decorative lamination on both sides. 52 providing and fixing glazing in aluminium door, window ,ventilator shutters and partitions etc. with pvs / 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 basicitem.) with glass panes of 4.0 mm thickness ( weight not less than 10.0 kg/sqm) as per is : 2835. 53 providing and fixing expanded grill made of aluminum as per design and drawing having members section of size 7.5mm x 6.0mm and opening of size 102mm x 99mm to aluminum window/vent with required screws, y and h aluminium sec (as per drawing) at the ends and middle joints respectively complete in all respect as per direction of engineer in charge. anodised aluminum (anodised transparent 81 dyed to required shade according to is : 1868. (minimum anodic coating of grade ac 15, anodizing to be got done from approved anodizer) 54 providing and fixing external grade board solid core single leaf flush door shutters isi 2202 67 marked using phenol formal dehyderesinin glue both sides with approved steel fittings complete as per annexure a:30 mm thick commercial veneer both side 55 providing& fixing door, window, chowkhats and other frames, including antitermite treatment, m.s. flat, hold fasts of size 250 x 40 x 3mm fixed with m.s. bolt 5mm dia 50mm long duly embedded in cement concrete m 15 grade : sal wood grade i. 56 wiring of twin control light /fan / call bell point with 1.5 sq. mm nominal size fr pvc insulated unshethed flexible copper conductor 1.1 kv grade and 1.5 sq. mm nominal size fr pvc insulated unslated unsheathed flexible copper earth conductor 1.1 kv grade (is:694) of approved make in surface / recessed isi marked mms (is:9537 p iii) pvc conduit & its accessories, round tles, 18 swg m.s. box with earth terminal, screwless cage connectors for neutral looping in switch board & false ceiling point, 6 a two way switch, 3.0 mm thick isi marked phenolic laminated sheet, zinc plated / brass screws, cup washers, making connections, testing etc. as required. short point (up to 3 mtr.) 57 (a) short point (up to 3mtr) 58 (b) medium point (up to 6mtr) 59 ( c ) long point (up to 10mtr) 60 wiring of 3 pin 5 amp. light plug point with 1.5 sq. mm nominal size fr pvc insulated unsheathed flexible copper conductor 1.1 kv grade and 1.5 sq. mm nominal size fr pvc insulated unsheathed flexible copper earth conductor 1.1 kg grade (is:694) of approved make in surface/ recessed isi marked medium duty pvc conduit & its accessories, hot dipped galvanized m.s modular box with earth terminal, screwless cage connectors for neutral looping in switch board , 6 a modular switch, 6 a modular socket, modular plate with grid plate, screws, making connections, testing etc. as required. on board 61 supplying and drawing fr pvc insulated & unsheathed flexible copper conductor isi marked (is:694) of 1.1 kv grade and approved make in existing surface or recessed conduit/casing capping including making connections etc. as required. 62 2 x 2.5 sq. mm + 1x1.5 sqmm 63 2 x 4.0 sq. mm + 1x1.5 sqmm 64 p & f following sizes (dia) of isi marked medium duty pvc coduit along with accessories in surface/ recessed using sadles, clamps, fastener, as required including cutting the wall and making good the same as required. group ii, 25 mm dia 65 s&f following sizesof isi marked ( is:14927 p ii ) pvc casing capping along with accessorieslike coupler, inner, outer, elbow, square box, tee etc. on surfacewith screws, expansionfastenersas required. 66 32 mm x 12 mm 67 50 mm x 20mm 68 cement concrete pavement of required thickness with 1:1.5:3 (1 cement:1.5 course sand : 3 graded stone aggregate 20 mm nominal size) including finishing complete. 69 demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer in charge. 1: 3: 6 or richer mix. 70 demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of engineer in charge. in cement mortar. 71 cutting of construction joint/ longitudinal joint 4 to 6 mm. wideusing mechanical concrete cutter including cost of diamond bit cutting wheel and filling of bitumen sealingcompound in groove including cost of sealing compound.100 mm depth 72 repair to cement plaster in cement mortar 1 : 6 (1 cement : 6 fine sand) including removal of old plaster in regular shape and white or colour washing. 73 providing and fixing stone jali 40mm thick red/pink sand stone throughoutin cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment, matching the stone shade, jali patterns to be cut square to jali slab without any chamfers etc: 74 supplying and fixing machine cut fine dressedred/pink sand stone dasa orcoping,with full moulding if required laid on cement mortar 1:4 including pointing with admixture of pigment matching with the stone shade. 25mm thick 75 half flyash brick masonry in superstructure , above plinth level upto floor three levelusing flyash bricks of designation 75 cement mortar 1 : 6 (1 cement : 6 coarse sand) 76 random rubble dry stone kharanja under floor. 77 surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish lead up to 50 mtr. and lift up to 1.5 mtr.:all kinds of soil 78 filling in plinth with locally available river shingle under floors including watering ramming consolidating and dressing complete including cost of shingle sand. 79 filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift. 80 centering & shuttering with plywood or steel plate including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor three level for : walls (any thickness) including attached pilasters,buttressesplinthandstring course. 81 supplying and fixing of chain link fencing with angle iron posts 50x50x6mm placed at every 3 mtr. apart 30cm in ground embedded in cement concrete 1:3:6 (30x30x45cm) corner and every tenth post to be strutted with (50 x 50 x 6cm) angle iron provided and fixed and fitted with posts including earth work in excavation etc. complete with chain link size. 82 50mm x 50mm x 3.15mm 83 providing stone slab covering over drains including filling of joints in cement sand mortar 1 : 3 with 35 mm thick cement concrete flooring 1 : 2 : 4 mix complete with good finish with :stone slab 100 to 150 mm thick average. 84 repair to stone masonary in cement sand mortar 1:6 with old and new stone. 85 repair to brick masonary in cement sand mortar 1:6 withnew brick. 86 filling expansion joint with bitumen filler in plain or reinforced cement concrete 25 mm width & 25 mm deep. 87 providing and laying water proofing treatment with thermalinsulation havingthickness of 2.5 3.0 mm over the existing r.c.c. roof by as per direction and satisfaction of engineer in charge and consisting of:(i) cleaning and washing of the existing roof including removing of loose material from the surface of cracks.(ii) widening and deepening of cracks to fill the approved crack filler as per direction of engineer in charge.(iii) application of one coat of approved sealing compound approved by engineer in charge with following specification or equivalent compound @ 0.17 litres per square meter with required brush as per direction of engineer in charge.(iv) application of the mesh approved by engineerin charge (made up of glass fiber , woven structure of leno make , reinforcing with alkali resistant coating having 10x10 mesh size, weight/sqm is 90gm to 120 gm and of 0.25 mm thickness including resin content (%) : 18% ) orequivalentand then application of coat of sealing compound approved by engineerin charge with specifications as narrated above ,without use of water @ 0.33 litre per square meter with brush and dryingof surface for24 hoursas perdirectionof engineerin charge. 88 providing and fixing aluminium composite panel ofapproved make 3mm thick with 0.5mm thick skin & pvdf coated approved shade for wall panelling. main framing work to be done using 50mmx25mmx1.6mm tubular section of approved make. stainless steel screw to be used to fix the acp panel to be fixed to the main frame with industrial adhesive tape and panel groove to be sealed with weather proof silicon sealant suitable for glass/aluminium etc. complete in all respect as approved by engineer in charge. 89 providing & fixing uv stabilised fiberglass reinforced plastic sheet roofing upto any pitch including fixing with polymer coated ‘j’ or ‘l’ hooks, bolts & nuts 8mm dia. g.i plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. the sheets shall be manufactured out of 2400 tex panel rovigs incorporating minimum 0.3% ultra voilet stabiliser in resin system under approximately 2400 psi and hot cured. they shall be of uniform pigmentation and thickness without air pockets and shall confoim to is 10192 and is 12866.the sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified. 90 5.0mm thick (wt. 8.4 kg./mtr. sq.) 91 random rubble stone masonry with hard stone in superstructure aboveplinth level and upto three levelabove 30cm. thick walls in : cement mortar 1:6 ( 1 cement : 6 sand). 92 providing and fixing marble stone flooring table rubbed, 15 18 mm thick over 20mm (av.) thick base of cm 1:4 (1 cement : 4 coarse sand) jointing with white cement mortar 1:2 (1 white cement : 2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete. white marble : makrana adanga. 801 cm2 to 1500 cm2 tiles 93 p & f g.i. pipes (internal work) with g.i. fittings excluding union (is:1239 mark) & ms clamps including cutting and making good the walls and floors: exposed on wall 94 15 mm dia nominal bore b class 95 25 mm dia nominal bore a class 96 supplying and drawing fr pvc insulated & unsheathed flexible copper conductor isi marked (is:694) of 1.1 kv grade and approved make in existingsurface or recessed conduit/casing capping including making connections etc. as required. 97 4 x 10.0 sq.mm 98 4 x 16.0 sq.mm 99 sitc of 11 kv, 400/630 a, 20ka / 3 sec, out door,extensible type ring main unit (rmu) in suitable rcc foundation with 2 no. load break switch & 1 no. vcb / sf6 circuit breaker with over load, earth fault, short circuit relay, copper bus bar, earthing switch, mechanical on / off /earth indication, voltage presence indicator, ring core protection ct 2.5 va, 10p10 as per transformer rating, shunt trip coil, anti reflex operating handle, right angle boots etc. as required. 100 providing and fixing corrugated colour g.i sheet having thickness 0.50mm roofing fixed with g.i.j or l hooks bolts and nuts 8mm dia meetr with bitumen and g.i limpet washers or with g.i limpet washers filled with white lead and including over lapping of sheet complete ( upto a pitch of 60 degree) & excluding the cost of purlins rafters and trusses etc complete in all respect. 101 providing & fixing of hdpe pipe isi mark (is:4984/95) for water supply (suitable for submersible & jet pump) with required fittings 102 40 mm od6 kg / cm2 103 50 mm od6 kg / cm2 104 63 mm od6 kg / cm2 105 p/laying p.v.c./ xlpe insulated & p.v.c. sheathed cable of 1.1 kv grade with aluminium conductor of is:1554 p i / is :7098 p i of group 1 of approved makein ground as per is:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand,iind class bricks covering, refilling earth,compaction of earth, making necessary connection, testing etc. as required of size. 106 10.0 sq.mm 107 4 core 108 16.0 sq.mm 109 4 core 110 70.0 sq,mm 111 3.5 core 112 120.0 sq.mm 113 3.5 core 114 sitc of radial / mixed flow submersible motor pump sets isi marked (is:8034 1989) of approved make with required accessories including making connection suitable for t.w./ d.c.b./ open well. the job includes lowering ofriser pipe, g.i./h.d.p.e. pipe with rope, cables, installation of complete fitting and accessories, jointing of electrical cables up to switch board. all labour for testing of submersible pumps set and supply of water to water mains, complete in all respect.150 mm diameter submersible pump shall havefollowing hp rating, phase, head, minimum discharge respectively. 115 5.0 hp, 3 ø, (32 52)mtr, (400 167)lpm 116 7.5 hp, 3 ø, (45 73)mtr, (400 280)lpm 117 10.0 hp, 3 ø, (64 104)mtr, (400 167)lpm 118 construction of tube well upto 100 meter depth and above in all type of rocks by dth system and over burden, to accommodate casing pipe of following sizes in all types of soils and over burden including lowering of casing pipes, but excluding cost of casingpipes as per is : 2800 (part i & ii) 1979 specifications. the work would be completed after obtaining sand free water. the tube well should have a throughout bore as per nominal dia of casing pipe: 119 200 mm –do 120 supply of erw m.s. black casing pipe isi marked (is:4270/1992) of grade fe410 of following sizes at site of work. 121 nominal bore of pipe (mm) 200 122 testing verticality of tube well by plumbing system and yield test and draw down test by pumping system as per is: 2800 (part ii) 1979. 123 s & f tube well cover ofm.s.sheet (6mm thick) with nuts and bolts complete for casing size: 124 200mm dia 125 s & f m.s. clamp, set of 50 ×6mm flat iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set. 126 installation of submersible motor pump set in tube well/open well complete ( labour charges only) including transportation of tripod, chain pulley block & any other material required for lowering purpose. 127 p/laying isi marked p.v.c. insulated submersible cable confirming to is:694 with flexible copper conductor including making connection etc. as required. 128 6.0 sq.mm 3 core flat / round 129 supplying and drawing fr pvc insulated & unsheathed flexible copper conductor isi marked (is:694) of 1.1 kv grade and approved make in existingsurface or recessed conduit/casing capping including making connections etc. as required. group 1 130 1 x 1.5 sq.mm 131 1 x 2.5 sq.mm 132 1 x 4.0 sq.mm 133 s&f following sizes (dia.) of isi marked medium duty pvc conduit along with accessories in surface / recessed using saddles, clamps, fastener as required includingcutting the wall, covering conduit and making good the same as required. group 1 134 25 mm 135 p&f 240/415 v ac mcb with positive isolation of breaking capacity not less than 10 ka (b/ c/ d tripping characteristic) isi marked is 8828(1996)]/ conforming to iec 60898 in existing board/sheets including making connections, testing etc. as required.single pole mcb , 6 a to 32 a rating group 1 136 p&f recessed/ surface mounting heavy duty horizontal type sheet steel distribution board phophatised/ powder painted complete with suitable rating insulated copper bus bar, shorting link , neutral link, earth link and din bar,masking sheet, conforming to is13032 & is8623 including making internal dbterminations with copper lugs , testing etc. as required. double door (three phase) 12 way group 1 137 p&f 240/415 v isolator conforming to is:13947 iii/ iec 60947 3 on existing board / sheet including making connections, testing etc. as required. four pole isolator 63 a rating group 1 138 providing and fixing corrugated colour g.i sheet having thickness 0.50mm roofing fixed with g.i.j or l hooks bolts and nuts 8mm dia meetr with bitumen and g.i limpet washers or with g.i limpet washers filled with white lead and including over lapping of sheet complete ( upto a pitch of 60 degree) & excluding the cost of purlins rafters and trusses etc complete in all respect. ...

Public Works Department - Rajasthan

32384539 unconnected village cm budget announcement under package no. rj 02 02 in alwar district construction of approach road to kokawas km 0/0 to 1/0 2 clearing and grubbing road landincluding uprooting rank vegetation, grass, bushes, shrubs, saplingsand trees girth upto 300 mm, removal of stumps of trees cut earlierand disposal of unserviceable materials and stacking of serviceable material upto a lead of 1000m including removal and disposal of top organic soil not exceeding in 150 mm thickness as per morth specification clause 201 bymechanical means . in area of light jungle 3 construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8 10 tonne to meet requirement of table 300 2 including cost of compensation for earth taken from private land with all lead as per morth specification clause no. 305. 4 providing and laying granular sub base material having p.i.not more than 6, including spreading in layers not exceeding 150 mm compacted thicknessand consolidation by 8 10 tonne power rollerto required camber and grade including cost of water and hire charges of machinery, including t&p with all lead (compacted thickness to be measured).as per morth specification table 400 1, 400 2 : for grading iii with cbr value not less than 20. to attain 100% proctor density. 5 providing, laying, spreadingand compactingstone aggregate of specfic as per table 400 7 to water bound macadam specification including spreading in uniform thickness, hand packing roll ing with vibratory rollerin stages to proper grade and camber, applying and brooming requisite type of screening and binding materials to fill up the interstices of coarse aggregates watering (with water browser) and rolling making necessary earthen bund to protect edegs, lighting, guarding, barricading and maintenance of diversion etc. [morth specfication : clause 404] ( by manual means). grading iii,53 mm to 22.4 mm, @ 0.91 cum per 10 sqm for compacted thickness of 75 mm.(crusher broken) stone screening typeb 6 providing and laying reinforced cement concrete pipe np3 for culverts on first class bedding of granular material in single row incluidng fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry work in head wall and parapets clause 2905 300 mm dia 7 supply of sign boards made of 1.25mm m.s. sheet duly framed with 33.30mm od ms black tube medium class as per is:1239 (part i) 1979 with a inner support of m.s. flat 12x3mm whole structure is fixed on two posts of black m.s. tube 42mm od ms (medium class)as per is : 1239 9part i) 1979 height 3 m. whole board is stove enamelled painting in black & white alternate band of synthetic enamel. 150 cm. x 90 cm. 8 supply & fixing of precast reinforced cement concrete m 15 grade kilometre stone of standard design as per irc: 8 1980, fixing in position in cement concrete 1:4:8 including painting and printing etc.ordinary kilometre stone 9 supply & fixing of precast reinforced cement concrete m 15 grade kilometre stone of standard design as per irc: 8 1980, fixing in position in cement concrete 1:4:8 including painting and printing etc.200m. stone 10 construction of un reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum , coarse and fine aggregate conforming to is: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrance, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing complete as per morth specification clause 602. ...

Public Works Department - Rajasthan

32367121 unconnected village cm budget announcement under package no. rj 02 01 in alwar district u . construction of road from a/r to rathoron ka bas km. 0/0 to 1/500 2 clearing and grubbing road landincluding uprooting rank vegetation, grass, bushes, shrubs, saplingsand trees girth upto 300 mm, removal of stumps of trees cut earlierand disposal of unserviceable materials and stacking of serviceable material upto a lead of 1000m including removal and disposal of top organic soil not exceeding in 150 mm thickness as per morth specification clause 201 bymechanical means . in area of light jungle 3 construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8 10 tonne to meet requirement of table 300 2 including cost of compensation for earth taken from private land with all lead as per morth specification clause no. 305. 4 providing and laying granular sub base material having p.i.not more than 6, including spreading in layers not exceeding 150 mm compacted thicknessand consolidation by 8 10 tonne power rollerto required camber and grade including cost of water and hire charges of machinery, including t&p with all lead (compacted thickness to be measured).as per morth specification table 400 1, 400 2 : for grading iii with cbr value not less than 20. to attain 100% proctor density. 5 providing, laying, spreadingand compactingstone aggregate of specfic as per table 400 7 to water bound macadam specification including spreading in uniform thickness, hand packing roll ing with vibratory rollerin stages to proper grade and camber, applying and brooming requisite type of screening and binding materials to fill up the interstices of coarse aggregates watering (with water browser) and rolling making necessary earthen bund to protect edegs, lighting, guarding, barricading and maintenance of diversion etc. [morth specfication : clause 404] ( by manual means). grading ii , 63 mm to 45 mm@ 0.91 cum per 10 sqm for compacted thickness of 75 mm.(crusher broken) stone screening typeb 6 providing, laying, spreadingand compactingstone aggregate of specfic as per table 400 7 to water bound macadam specification including spreading in uniform thickness, hand packing roll ing with vibratory rollerin stages to proper grade and camber, applying and brooming requisite type of screening and binding materials to fill up the interstices of coarse aggregates watering (with water browser) and rolling making necessary earthen bund to protect edegs, lighting, guarding, barricading and maintenance of diversion etc. [morth specfication : clause 404] ( by manual means).by manual means grading iii,53 mm to 22.4 mm, @ 0.91 cum per 10 sqm for compacted thickness of 75 mm.(crusher broken)stone screening typeb 7 providing and applying primer coat over prepared surface or granular base with bitumen emulsion(ss 1)as per is: 8887 & manufacturer’s specifications @ 7.5 kg /10 sqm with a self propelled of towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per morth specification ci 502,112 ( including cleaning of road surface ) 8 providing and applying tack coat on the prepared surface ,withbitumen emulsion (rs 1) as per is : 8887 & manufacturer’s specifications @ 2.25 kg /10sqm. with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per morth specification ci.503,112 ( including cleaning of road surface ) 9 add extra for adding shreaded plastic waste as per guidelines envisaged in irc : sp:98 2013 over item of open graded premix carpet @ 8% of the quantity of bitumen by weight including mixing of aggregate and plastic waste in hot mix plant ( the bitumen content will be as per respective clause of morth specifications), 10 providing and laying seal coat for sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall, including rolling with a smooth wheeled roller 8 10 tonne capacity finished to required level and grades, complete as per morth specification clause 513 laying by mechnical means type b premixed in in approved hmpas per clause 6.5 of manual having capacity 50 tph comprising of aggregate (sand or grit) having size 2.36 mm to 180 micron @ 0.06 cum per 10 sqm and bitumen binder (vg 30 grade) @ 6.8 kg / 10 sqm and laying by hydrostatic paver finisher with sensor control, including mixing, transportation, laying, rolling etc. complete including carriage forall lead. 11 providing and laying open graded premix carpet 20mm thick (compacted) on prepared surface in a single course as wearing course aggregates as per table 500 23, heating bituminous binder @ 14.6 kg/10 sqm.(vg 30 grade) and aggregates in hot mix plant, transporting the mixed material with tipper and laying with paver finisher to the required level and grade, rolling with power roller, 8 10 tonne but excluding cost of tack and seal coat .[morth specification : clause 511,112]inciuliding antistripping agent with all lead. in approved hot mix plant as per clause 6.5 of manual, including loading of aggregates with f.e loader with vg 30 bitumen. 12 providing and laying mechnically mixed and vibrated cement concrete in foundation upto a depth of 1.5 metres below ground level and 1.50 metres above ground/bed level.[morth specification : clause 1000/1700]cement concrete 1:3:6 mix crushed stone aggregates 20mm nominal size. 13 construction of un reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum , coarse and fine aggregate conforming to is: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrance, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing complete as per morth specification clause 602. 14 providing and fixing of precast concrete interlocking blocks ofmanufactured from fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class a 1 as per bs : 6717 2001. the c.c. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joint is to be filled with fine sand. laying procedure on compacted sub base as defined. complete job is to be executed as per the instructions of engineer in charge. the rates to be inclusive of all lead, lift, lifts & taxes general specifications of blocks.1. shape : as specified by engineer in charge.2. tensile splitting strength and breaking load as per bs : 6717 2001 3. colour : grey cement natural colour 4. variation in dimension : less than 1.6mm. 5. variation in thickness : less than 3.2mm 80mm thick, medium traffic category,m40 grade designation blocks 15 raised pavment marker ( cats eyes): supplyingand fixing of molded shank raised pavement markers made of polycarbonate and abs moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to astm d 4280 type h and complying to specifications of category a of morth circular no rw/nh/33023/10 97 – do iii dt 11.06. 1997. the height, width and length shall not exceed 50 mm, 100 mm and 100 mm and with minimum reflective area of 13 sqcm on each side and the slope to the base shall be 35 +/ 5 degree. the strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/ 2 mm and height not less than 30+/ 2 mm) from the body is to be a minimum value of 700 kgf. fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the engineer. the contractor shall submit 2 years pre qualified warranty certificate from the manufacturer for satisfactory field performance during the time of bid submission 16 supply & fixing of precast reinforced cement concrete m 15 grade kilometre stone of standard design as per irc: 8 1980, fixing in position in cement concrete 1:4:8 including painting and printing etc.ordinary kilometre stone 17 providing and fixing of retro reflectorised inclusive cautionary, mandatory and informatory sign as per irc 67 made of high intensity grade sheeting lettering, border & signs fixed over aluminium sheeting, 1.5 mm thick, fixed on mild steel angle iron frame 50mmx50mmx6mm supported on a mild steel angle iron post 75mmx75mmx6mm upto the top of sign board, length of post from bottom of sign boardis 2.85m. upto foundation level post duly paintedin black & white synthetic enamel.fixed to the ground by means of properly designed foundation with m 15 grade cement concrete 45 cm x 45 cm x 60cm, 60 cm below ground level as per approved drawing & as per morth specification cl. 801. 90 cm equilateral triangle 18 providing and fixing of retro reflectorised inclusive cautionary, mandatory and informatory sign as per irc 67 made of high intensity grade sheeting lettering, border & signs fixed over aluminium sheeting, 1.5 mm thick, fixed on mild steel angle iron frame 50mmx50mmx6mm supported on a mild steel angle iron post 75mmx75mmx6mm upto the top of sign board, length of post from bottom of sign boardis 2.85m. upto foundation level post duly paintedin black & white synthetic enamel.fixed to the ground by means of properly designed foundation with m 15 grade cement concrete 45 cm x 45 cm x 60cm, 60 cm below ground level as per approved drawing & as per morth specification cl. 801. 80 cm x 60 cm rectangular 19 supply of direction and place identification sign boards made out of 2mm thick ms sheet framed to angle iron 40 x 40 x 5mm and 2 vertical posts of angle iron 65 x 65 x 6mm, 4.60m long with hold fasts including excavation and fixing with cc 1:4:8 (30 x 30 x 60cm) and transportation with painting with superior grade enamel paint of approved quality including lettering and figuring etc. complete as per irc standard size 160 x 180cm (project board) 20 providing and laying reinforced cement concrete pipe np3 for culverts on first class bedding of granular material in single row incluidng fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry work in head wall and parapets clause 2905 300 mm dia 21 supply & fixing of precast reinforced cement concrete m 15 grade kilometre stone of standard design as per irc: 8 1980, fixing in position in cement concrete 1:4:8 including painting and printing etc.200m. stone 22 providing and laying of hot applied thermoplastic compound inclusive type i reflectrosing glass beads as per table 800 3, 800 4 applied in uniform thickness of at least 2.5 mm and spread uniformly with reflectorising glass beads type ii in addition @ 250 gms per sqm with a road marking machine as per irc: 35 complete with traffic diversion arrangement as per morth specification clause 803.4. 23 providing and laying mechnically mixed and vibrated cement concrete in foundation upto a depth of 1.5 metres below ground level and 1.50 metres above ground/bed level.[morth specification : clause 1000/1700]cement concrete 1:3:6 mix crushed stone aggregates 20mm nominal size. 24 earth work in excavation for foundation of structure complete with all lift, dewatering shoring and shuttering etc.including refilling of trenches in 25.mm layers, ramming, watering and disposal of surplus soil within a lead of 1000 metres, as per drawing and technical specfication.[morth specification : clause : 304] in ordinary soil [morth specification : clause : 301] depth upto 3m 25 providing cement plaster 12mm thick in cement mortar 1:3 at all levels [morth specfication: clause:1000/1300] 26 providing and fixing precast cement concrete coping 1:2:4 mix, 50mm thick complete as per specifications 27 providing a.c pipe weep holes 150mm dia in masonry/plain concrete/.reinforced concrete abutment, wing wall/return wall complete as per drawing and technical specfication.[morth specification clause 2205] 28 providing and laying random rubble masonry in foundation upto a depth of 1.50 metres and 1.50 metres above ground /bed level.[morth specfication: clause 1000/1400]cement sand mortar 1:6 29 2. construction of road from a/r to teelki ka bas 0/0 to 0/900 30 clearing and grubbing road landincluding uprooting rank vegetation, grass, bushes, shrubs, saplingsand trees girth upto 300 mm, removal of stumps of trees cut earlierand disposal of unserviceable materials and stacking of serviceable material upto a lead of 1000m including removal and disposal of top organic soil not exceeding in 150 mm thickness as per morth specification clause 201 bymechanical means . in area of light jungle 31 construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8 10 tonne to meet requirement of table 300 2 including cost of compensation for earth taken from private land with all lead as per morth specification clause no. 305. 32 providing and laying granular sub base material having p.i.not more than 6, including spreading in layers not exceeding 150 mm compacted thicknessand consolidation by 8 10 tonne power rollerto required camber and grade including cost of water and hire charges of machinery, including t&p with all lead (compacted thickness to be measured).as per morth specification table 400 1, 400 2 : for grading iii with cbr value not less than 20. to attain 100% proctor density. 33 providing, laying, spreadingand compactingstone aggregate of specfic as per table 400 7 to water bound macadam specification including spreading in uniform thickness, hand packing roll ing with vibratory rollerin stages to proper grade and camber, applying and brooming requisite type of screening and binding materials to fill up the interstices of coarse aggregates watering (with water browser) and rolling making necessary earthen bund to protect edegs, lighting, guarding, barricading and maintenance of diversion etc. [morth specfication : clause 404] ( by manual means).by manual means grading ii , 63 mm to 45 mm@ 0.91 cum per 10 sqm for compacted thickness of 75 mm.(crusher broken)stone screening typeb 34 providing, laying, spreadingand compactingstone aggregate of specfic as per table 400 7 to water bound macadam specification including spreading in uniform thickness, hand packing roll ing with vibratory rollerin stages to proper grade and camber, applying and brooming requisite type of screening and binding materials to fill up the interstices of coarse aggregates watering (with water browser) and rolling making necessary earthen bund to protect edegs, lighting, guarding, barricading and maintenance of diversion etc. [morth specfication : clause 404] ( by manual means). grading iii,53 mm to 22.4 mm, @ 0.91 cum per 10 sqm for compacted thickness of 75 mm.(crusher broken) stone screening typeb 35 providing and applying tack coat on the prepared surface ,withbitumen emulsion (rs 1) as per is : 8887 & manufacturer’s specifications @ 2.25 kg /10sqm. with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per morth specification ci.503,112 ( including cleaning of road surface ) 36 providing and applying primer coat over prepared surface or granular base with bitumen emulsion(ss 1)as per is: 8887 & manufacturer’s specifications @ 7.5 kg /10 sqm with a self propelled of towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per morth specification ci 502,112 ( including cleaning of road surface ) 37 add extra for adding shreaded plastic waste as per guidelines envisaged in irc : sp:98 2013 over item of open graded premix carpet @ 8% of the quantity of bitumen by weight including mixing of aggregate and plastic waste in hot mix plant ( the bitumen content will be as per respective clause of morth specifications), 38 providing and laying seal coat for sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall, including rolling with a smooth wheeled roller 8 10 tonne capacity finished to required level and grades, complete as per morth specification clause 513 laying by mechnical means type b premixed in in approved hmpas per clause 6.5 of manual having capacity 50 tph comprising of aggregate (sand or grit) having size 2.36 mm to 180 micron @ 0.06 cum per 10 sqm and bitumen binder (vg 30 grade) @ 6.8 kg / 10 sqm and laying by hydrostatic paver finisher with sensor control, including mixing, transportation, laying, rolling etc. complete including carriage forall lead. 39 providing and laying open graded premix carpet 20mm thick (compacted) on prepared surface in a single course as wearing course aggregates as per table 500 23, heating bituminous binder @ 14.6 kg/10 sqm.(vg 30 grade) and aggregates in hot mix plant, transporting the mixed material with tipper and laying with paver finisher to the required level and grade, rolling with power roller, 8 10 tonne but excluding cost of tack and seal coat .[morth specification : clause 511,112]inciuliding antistripping agent with all lead. in approved hot mix plant as per clause 6.5 of manual, including loading of aggregates with f.e loader with vg 30 bitumen. 40 construction of un reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum , coarse and fine aggregate conforming to is: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrance, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing complete as per morth specification clause 602. 41 providing and laying mechnically mixed and vibrated cement concrete in foundation upto a depth of 1.5 metres below ground level and 1.50 metres above ground/bed level.[morth specification : clause 1000/1700]cement concrete 1:3:6 mix crushed stone aggregates 20mm nominal size. 42 providing and fixing of precast concrete interlocking blocks ofmanufactured from fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class a 1 as per bs : 6717 2001. the c.c. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joint is to be filled with fine sand. laying procedure on compacted sub base as defined. complete job is to be executed as per the instructions of engineer in charge. the rates to be inclusive of all lead, lift, lifts & taxes general specifications of blocks.1. shape : as specified by engineer in charge.2. tensile splitting strength and breaking load as per bs : 6717 2001 3. colour : grey cement natural colour 4. variation in dimension : less than 1.6mm. 5. variation in thickness : less than 3.2mm 80mm thick, medium traffic category,m40 grade designation blocks 43 providing and laying of hot applied thermoplastic compound inclusive type i reflectrosing glass beads as per table 800 3, 800 4 applied in uniform thickness of at least 2.5 mm and spread uniformly with reflectorising glass beads type ii in addition @ 250 gms per sqm with a road marking machine as per irc: 35 complete with traffic diversion arrangement as per morth specification clause 803.4. 44 providing and fixing of retro reflectorised inclusive cautionary, mandatory and informatory sign as per irc 67 made of high intensity grade sheeting lettering, border & signs fixed over aluminium sheeting, 1.5 mm thick, fixed on mild steel angle iron frame 50mmx50mmx6mm supported on a mild steel angle iron post 75mmx75mmx6mm upto the top of sign board, length of post from bottom of sign boardis 2.85m. upto foundation level post duly paintedin black & white synthetic enamel.fixed to the ground by means of properly designed foundation with m 15 grade cement concrete 45 cm x 45 cm x 60cm, 60 cm below ground level as per approved drawing & as per morth specification cl. 801. 80 cm x 60 cm rectangular 45 providing and laying reinforced cement concrete pipe np3 for culverts on first class bedding of granular material in single row incluidng fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry work in head wall and parapets clause 2905 300 mm dia 46 raised pavment marker ( cats eyes): supplyingand fixing of molded shank raised pavement markers made of polycarbonate and abs moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to astm d 4280 type h and complying to specifications of category a of morth circular no rw/nh/33023/10 97 – do iii dt 11.06. 1997. the height, width and length shall not exceed 50 mm, 100 mm and 100 mm and with minimum reflective area of 13 sqcm on each side and the slope to the base shall be 35 +/ 5 degree. the strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/ 2 mm and height not less than 30+/ 2 mm) from the body is to be a minimum value of 700 kgf. fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the engineer. the contractor shall submit 2 years pre qualified warranty certificate from the manufacturer for satisfactory field performance during the time of bid submission 47 supply of direction and place identification sign boards made out of 2mm thick ms sheet framed to angle iron 40 x 40 x 5mm and 2 vertical posts of angle iron 65 x 65 x 6mm, 4.60m long with hold fasts including excavation and fixing with cc 1:4:8 (30 x 30 x 60cm) and transportation with painting with superior grade enamel paint of approved quality including lettering and figuring etc. complete as per irc standard size 160 x 180cm (project board) 48 providing and fixing of retro reflectorised inclusive cautionary, mandatory and informatory sign as per irc 67 made of high intensity grade sheeting lettering, border & signs fixed over aluminium sheeting, 1.5 mm thick, fixed on mild steel angle iron frame 50mmx50mmx6mm supported on a mild steel angle iron post 75mmx75mmx6mm upto the top of sign board, length of post from bottom of sign boardis 2.85m. upto foundation level post duly paintedin black & white synthetic enamel.fixed to the ground by means of properly designed foundation with m 15 grade cement concrete 45 cm x 45 cm x 60cm, 60 cm below ground level as per approved drawing & as per morth specification cl. 801. 90 cm equilateral triangle 49 supply & fixing of precast reinforced cement concrete m 15 grade kilometre stone of standard design as per irc: 8 1980, fixing in position in cement concrete 1:4:8 including painting and printing etc.200m. stone 50 supply & fixing of precast reinforced cement concrete m 15 grade kilometre stone of standard design as per irc: 8 1980, fixing in position in cement concrete 1:4:8 including painting and printing etc.ordinary kilometre stone 51 providing and laying mechnically mixed and vibrated cement concrete in foundation upto a depth of 1.5 metres below ground level and 1.50 metres above ground/bed level.[morth specification : clause 1000/1700]cement concrete 1:3:6 mix crushed stone aggregates 20mm nominal size. 52 providing and laying random rubble masonry in foundation upto a depth of 1.50 metres and 1.50 metres above ground /bed level.[morth specfication: clause 1000/1400]cement sand mortar 1:6 53 providing, laying, spreadingand compactingstone aggregate of specfic as per table 400 7 to water bound macadam specification including spreading in uniform thickness, hand packing roll ing with vibratory rollerin stages to proper grade and camber, applying and brooming requisite type of screening and binding materials to fill up the interstices of coarse aggregates watering (with water browser) and rolling making necessary earthen bund to protect edegs, lighting, guarding, barricading and maintenance of diversion etc. [morth specfication : clause 404] ( by manual means). grading iii,53 mm to 22.4 mm, @ 0.91 cum per 10 sqm for compacted thickness of 75 mm.(crusher broken) stone screening typeb 54 providing and fixing precast cement concrete coping 1:2:4 mix, 50mm thick complete as per specifications 55 providing a.c pipe weep holes 150mm dia in masonry/plain concrete/.reinforced concrete abutment, wing wall/return wall complete as per drawing and technical specfication.[morth specification clause 2205] 56 construction of un reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum , coarse and fine aggregate conforming to is: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrance, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing complete as per morth specification clause 602. 57 earth work in excavation for foundation of structure complete with all lift, dewatering shoring and shuttering etc.including refilling of trenches in 25.mm layers, ramming, watering and disposal of surplus soil within a lead of 1000 metres, as per drawing and technical specfication.[morth specification : clause : 304] in ordinary soil [morth specification : clause : 301] depth upto 3m 58 providing and laying granular sub base material having p.i.not more than 6, including spreading in layers not exceeding 150 mm compacted thicknessand consolidation by 8 10 tonne power rollerto required camber and grade including cost of water and hire charges of machinery, including t&p with all lead (compacted thickness to be measured).as per morth specification table 400 1, 400 2 : for grading iii with cbr value not less than 20. to attain 100% proctor density. 59 providing cement plaster 12mm thick in cement mortar 1:3 at all levels [morth specfication: clause:1000/1300] ...

Public Works Department - Rajasthan

32329870 remaining work srf package no. rj 33 srf 23 under srf scheme remaining work road :remaining work srf package no. rj 33 srf 23 under srf scheme sl. no. item description 1 clearing and grubbing road land .(clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.) by mechanical means. in area of light jungle 2 vallabhnagar puriyakhedi balathal 3 a/r to bhamrasiya 4 surface dressing (providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder laid on prepared surface and rolling with 8 10 tonne smooth wheeled steel roller).as per clause 509. vg 10. 19 mm nominal chipping size ( bitumenous binder @ 1.2 kg/sqm, aggregate @0.015 cum/sqm ) 5 vallabhnagar puriyakhedi balathal 6 a/r to bhamrasiya 7 construction of subgrade and earthen shoulders (construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table no. 300 2) 8 vallabhnagar puriyakhedi balathal 9 a/r to bhamrasiya 10 granular sub base with coarse graded material ( table: 400 2) (construction of granular sub base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) for grading iimaterial 11 a/r to bhamrasiya 12 wet mix macadam (providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at omc in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver / motor grader in sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.)as per clause 406. 13 vallabhnagar puriyakhedi balathal 14 a/r to bhamrasiya 15 providing and applying tack coat with bitumen emulsion (rs 1)using emulsiondistributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with hydraulic broom as per technical specification clause 503 16 vallabhnagar puriyakhedi balathal 17 a/r to bhamrasiya 18 open graded premix surfacing (providing, laying and rolling of open graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates @ 0.27 cum / sqm either using penetration grade bitumen or cut back 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 smooth wheeled roller 8 10 tonne capacity, finished to required level and grades.)as per clause 510. case i: mechanical method using penetration grade bitumen vg 10 @ 14.6 kg / 10 sqm and hmp of appropriate capacity not less than 40 60 tonnes/hour . 19 vallabhnagar puriyakhedi balathal 20 a/r to bhamrasiya 21 seal coat (providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type a and b seal coats) case iii : type c (providing and laying of premixseal coat with hmp of appropriate capacity not less than 40 60 tonnes/ hours using crushed stone chipping 6.7 mm size @ 0.09 cum / 10 sqm and penetration bitumen @ 4.5 % of mix of suitable grade.) by vg 10 22 vallabhnagar puriyakhedi balathal 23 a/r to bhamrasiya 24 scarifying existing bituminous surface to a depth of 50 mm by mechanical means (scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.) 25 a/r to bhamrasiya 26 cement concrete pavement (construction of un reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to is 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form , spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved,finishing to lines and grades as per drawing and curing as per specification. 27 a/r to bhamrasiya 28 laying reinforced cement concrete pipe np3/prestrssed concrete pipe on first class bedding in single row . (laying reinforced cement concrete pipe np3/prestrssed concrete pipe for culverts on first class bedding of granular material in 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 .) 300 mm dia 29 vallabhnagar puriyakhedi balathal 30 a/r to bhamrasiya 31 kilo metre stone (reinforced cement concrete m15grade kilometre stone of standard design as per irc:8 1980, fixing in position including painting and printing etc) 32 ordinary kilometer stone (precast) 33 vallabhnagar puriyakhedi balathal 34 a/r to bhamrasiya 35 hectometer stone (precast) 36 vallabhnagar puriyakhedi balathal 37 a/r to bhamrasiya 38 boundary pillar (reinforced cement concrete m15 grade boundary pillars of standard design as per irc:25 1967, fixed in position including finishing and lettering but excluding painting) 39 vallabhnagar puriyakhedi balathal 40 a/r to bhamrasiya 41 retro reflectorised traffic signs (providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per irc :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) 90 cm equilateral triangle 42 vallabhnagar puriyakhedi balathal 43 a/r to bhamrasiya 44 direction and place identification signs upto 0.9 sqm size board. (providing and erecting direction and place identification retro reflectorised sign asper irc:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with m15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing) 45 vallabhnagar puriyakhedi balathal 46 a/r to bhamrasiya 47 road marking with hot applied thermoplastic compound with reflectorising glass beads on bituminous surface (providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per irc:35 .the finished surface to be level, uniform and free from streaks and holes.) 48 a/r to bhamrasiya 49 providing and erecting typical mukhya mantri sadak yojana signboardmade of two ms sheet of 1.6 mmthick each of size1500 mm x 600 mm and 1200 mm x 150 mm stiffened by angle size 25 mm x 25 mm 3 mmall around the plate and plates welded to each other at two places and assembly of plates fixed on tubular frame of 70 mm x 70 mm12 swg sheet square tube ( vertical post 2500mm with angle holdfasts ) .on the top of 1200x150 mm a circular sheet of 900 mm dia to be fixed as per drawing showing road logo & name of scheme mukhya mantri sadak yojana .board duly embeded in cement concrete m 15 grade of block of 300 mmx 300 mm x 600 mm size below ground level .all ms will be stove enameled on both side. lettering , figuring and border will be with ready mixed synthetic enamel paint of superior quality in required shade and colour. all sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing . 50 vallabhnagar puriyakhedi balathal 51 a/r to bhamrasiya ...

Urban Improvement Trust - Rajasthan

32265166 various civil work and repairing work in sub div i of div. ii a area. ( arc ) civil works 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 upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter.all kinds of soils 2 earth work in excavation by mechanical means (hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal ofexcavated earth, lead upto 50m andlift upto 1.5 m , disposed earth to be levelled and neatly dressed: all kinds of soil 3 providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering all work up to plinth level. m10 grade nominal mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 20mm nominal size). 4 providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering all work up to plinth level.m20 grade nominal mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stoneaggregate 20mm nominal size). 5 random rubble stone masonry for with hard stone in foundation and plinth in cement sand mortar above 30 cm thick wall in:cement mortar 1:6 ( 1 cement : 6 sand). 6 providing and laying damp proof course with cement concrete grade m 150 (1 : 2 : 4) mortar prepared with 1% solution of water proof compound complete as per specification . 50mm thick. 7 plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : 20mm thick. 8 cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, making of lines or groove etc complete but excluding the cost of nosing of steps etc. complete. 50mmthickwith20mmthicknominalsizeaggregate. 9 centering and shuttering with plywood or steel plate including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc. 10 providing and laying in position specified grade ofcement concrete forall rcc structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. m20 grade nominal mix 11 providing and fabricating reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor three level. 12 m 40,80mm thick to be used in medium traffic (medium trafficis defind as a daily traffic of 150 450 commercial vehicles exceeding 30 kn laden weight , or an equivalent of 0.5 to 2.0 msa for a design life of 20years) like city streets, small and medium market roads, low volume roads ,ytility cuts on arterial roads, etc. category bdenated only two side like i,z,t shape etc. as per irc sp 63:2004 13 add extra over rates of 1a to e, if colored paver blocks are used 14 supply & stacking good soil of earth at site complete including loading unloading & transportation etc. good soil of earth 15 spreading of manure and good earth in required thickness (cost of manure and good earth to be paid separately). 16 s & fcc 1:2:4 (m15) precast kerb on dand upto 60 cm length over 20 mm thick base of cement mortar 1:6 including jointing, earthwork, painting and jointing with cement mortar 1:4 of size.15 × 40 cm 17 polished blue kota stone flooring skirting, laid over 20 mm thick base of c.m. 1 : 4 and jointed with grey cement slurry to match the shade of the slab including rubbing and polishing complete :for area of each slab from 2001 to 5000 sq.cm : 25 mm thick slab. 18 rough chisel dressed stone flooring over 20 mm (av.) thick base in cm 1 : 6 including pointing with cement mortar 1 : 2 (1 cement : 2 stone dust) with and admixture of pigment to match the shade of stone with joint thickness upto 15 mm : 35 mm thick red sand stone. 19 providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide 20 add extra if square, rectangular hollow tubular sections are used. 21 painting with synthetic enamel paint of approved brand and manufacture togive an even shade : two or more coats on new work 22 painting with synthetic enamel paint of approved brand and manufacture togive an even shade : one or more coats on old work. 23 finishing wall with water proofing cement paint of approved brand and manufacture and or required shadetogive an even shade including all scaffolding: on new surface. 24 finishing wall with water proofing cement paint of approved brand and manufacture and or required shadetogive an even shade including all scaffolding: on old surface. 25 providing stone slab covering over drains including filling of joints in cement sand mortar 1 : 3 with 35 mm thick cement concrete flooring 1 : 2 : 4 mix complete with good finish with : stone slab 40 to 50 mm thick average. 26 providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering all work up to plinth level. m20 grade nominal mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stoneaggregate 20mm nominal size). 27 flyash brick masonry with flyash bricks of class designation 75infoundation and plinth. cement mortar 1 : 6 (1 cement : 6 coarse sand) 28 flyash flyash brick work with flyash flyash bricks of class designation 75 in superstructure above plinth level upto floor three level in all shapes and sizes in :cement mortar 1 : 6 (1 cement : 6 coarse sand) 29 chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of tiles includingrubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 (1 cement : 4 coarse sand) light shade using shade cement. 30 p&f rigid pvc pipe (is:4985 mark) class ii/ (4 kg. /cm2.) approved quality /makeincluding joining the pipe with solvent cement rubber ring and lubricant. 110 mm dia 31 providing and laying reinforced cement concrete pipes np 3 for culverts including jointing ends and fixing collar with cement mortar 1:2. (morth specification : clause 1000/2900). 32 300 mm dia 33 600 mm dia 34 providing and fixing 15 to 20 mm thick granite stone slab mirror polished and machine edge cut in walls, pillars, steps, shelves, sills counters, floors etc. laid on 12 mm (av.) thick base of cement mortar 1 : 3 (1 cement : 3 coarse sand) jointing with white cement mortar 1 : 2 (1 white cement : 2 marble dust) with pigment to match the shade of the granite slab complete including rubbing and polishing of :jhansi (red/chocolate colour) above 3601 cm2 slabs 35 transportation of excavated of earth from site including loading unloading etc. complete with all lead and lift. lead upto 5 km. 36 wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade : two or more coats on new work including preparation of base with primer, putty, lippy complete in all respect. 37 painting exterior surface ofwallwith 100% acrylic exterior paint of approved brand and manufacture to give an even shade with two or more coats including prepartion of base with sand papering, primer, putty,etc complete in all respect. new work 38 providing and applying white cement based puttyover plastered surface to prepare the surface even and smooth complete 39 providing, laying and spreading of granular sub base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotavator at omc, and compacting with vibratory roller to achieve the desired density, complete as per morth specification : clause no. 401. grading iii 40 p & f stone cladding / flooring works dressed bansi paharpur stone 25mm thick in traditional style used in cladding/flooring with pattern over 25 to 50 mm thick base in cm 1:6 including pointing with cement mortar 1:2 (cement : 2 stone dust) matche the shade of stone with joint thickness upto 1.5mm as per direction of engineer in charge. 41 single piece of stone element with carving work in bansi paharpur stone includes stone pillar, stone base, todies and thabi etc carving work as per direction of engineer in charge 42 providing and fixing 1st quality standard white, grey, ivory, fume red brown, light green, light blue and other light shades glazed tiles confirming to is : 13753 & is :15622 of size 300mm x 450mm in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (excluding the cost of cement plaster on walls and pillar). 43 providing and fixing 1st quality mat finished ceremic tile size 300x300mm confirmingto is : 13755 and is : 15622 colour such as white, grey, ivory, fume red brown, light green, light blue and other light shades in floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (including the cost of cement mortar bed 1:4). 44 p/laying p.v.c./ xlpe insulated & p.v.c. sheathed cable of 1.1 kv grade with aluminium conductor of is:1554 p i / is :7098 p i of group 1 of approved makein ground as per is:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand,iind class bricks covering, refilling earth,compaction of earth, making necessary connection, testing etc. as required of size. 4.0 sq.mm 4 core 45 p/laying p.v.c./ xlpe insulated & p.v.c. sheathed cable of 1.1 kv grade with aluminium conductor of is:1554 p i / is :7098 p i of group 1 of approved makein ground as per is:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand,iind class bricks covering, refilling earth,compaction of earth, making necessary connection, testing etc. as required of size. 6.0 sq.mm 4 core 46 p&f strip type fluorescent tube fitting fabricated from (crca) sheet and finished with powder coating/stove enamelled paint/ (extruded non corrosive uv resist ep channel) complete with accessories like (occb, starter, starter seat) / eb, rotor holder, terminal block duly prewired with copper conductor including making connection, testing etc. as required. (without tube) 1×36 watts with occb, group i 47 p&f fluorescent tube rod in existing fixtures as required. fluorescent powder coated 36/40 watts, group ii 48 p & f double ball bearing capacitor start, aluminium body & blade ceilingfanwith down rod up to 30 cm with 3 x 1.5 sq.mm pvc insulated flexible copper conductor making connection testing etc. as required.1200 mm sweep.group i 49 providing and fixingaluminum workfor doors ,windows, ventilators and partition with extruded built up standard tubular / appropriate z sections and other sections of approved make conforming to is :733 and is :1285,fixed with rawl plugs and screws or with fixing clips ,or with expansion hold fasteners including necessary filling up of gap. at junctions , at top ,bottom and sides with required pvc/neoprene felt etc. aluminium section shall be smooth ,rust free, straight ,mitered and jointed mechanically wherever required including cleat angle aluminium snap beading for glazing /paneling , c.p. brass/ stainless steel screws al. tower bolt & al. handle & al. aldrop etc.,all complete as per architectural drawings and thedirections of engineer in – charge .(glazing and paneling to be paid for separately). anodised aluminum (anodised transparent 81 dyed to required shade according to is : 1868. (minimum anodic coating of grade ac 15, anodizing to be got done from approved anodizer) for fixed portion 50 for shutters builtup standard tubular sections of openable doors ,windows & ventilators including providing & fixing hinges / rollers etc. and making provision for fixing of fittings wherever required (lockes shall be paid for separately). anodised aluminum (anodised transparent 81 dyed to required shade according to is : 1868. (minimum anodic coating of grade ac 15, anodizing to be got done from approved anodizer) 51 providing and fixing 12 mm thick prelaminated three layer medium density (exterior grade ) particle board grade i, type ii conforming to is : 12823 bonded formaldehyde synthetic resin ,of approved brand and manufacture in paneling fixed in aluminium doors ,windows shutters and partition frames with c.p. brass / stainless steel screws etc. complete as per architectural drawings and direction of engineer in charge. prelaminated particle board with decorative lamination on both sides. 52 providing and fixing glazing in aluminium door, window ,ventilator shutters and partitions etc. with pvs / 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 basicitem.) with glass panes of 4.0 mm thickness ( weight not less than 10.0 kg/sqm) as per is : 2835. 53 providing and fixing expanded grill made of aluminum as per design and drawing having members section of size 7.5mm x 6.0mm and opening of size 102mm x 99mm to aluminum window/vent with required screws, y and h aluminium sec (as per drawing) at the ends and middle joints respectively complete in all respect as per direction of engineer in charge. anodised aluminum (anodised transparent 81 dyed to required shade according to is : 1868. (minimum anodic coating of grade ac 15, anodizing to be got done from approved anodizer) 54 providing and fixing external grade board solid core single leaf flush door shutters isi 2202 67 marked using phenol formal dehyderesinin glue both sides with approved steel fittings complete as per annexure a:30 mm thick commercial veneer both side 55 providing& fixing door, window, chowkhats and other frames, including antitermite treatment, m.s. flat, hold fasts of size 250 x 40 x 3mm fixed with m.s. bolt 5mm dia 50mm long duly embedded in cement concrete m 15 grade : sal wood grade i. 56 wiring of twin control light /fan / call bell point with 1.5 sq. mm nominal size fr pvc insulated unshethed flexible copper conductor 1.1 kv grade and 1.5 sq. mm nominal size fr pvc insulated unslated unsheathed flexible copper earth conductor 1.1 kv grade (is:694) of approved make in surface / recessed isi marked mms (is:9537 p iii) pvc conduit & its accessories, round tles, 18 swg m.s. box with earth terminal, screwless cage connectors for neutral looping in switch board & false ceiling point, 6 a two way switch, 3.0 mm thick isi marked phenolic laminated sheet, zinc plated / brass screws, cup washers, making connections, testing etc. as required. short point (up to 3 mtr.) 57 (a) short point (up to 3mtr) 58 (b) medium point (up to 6mtr) 59 ( c ) long point (up to 10mtr) 60 wiring of 3 pin 5 amp. light plug point with 1.5 sq. mm nominal size fr pvc insulated unsheathed flexible copper conductor 1.1 kv grade and 1.5 sq. mm nominal size fr pvc insulated unsheathed flexible copper earth conductor 1.1 kg grade (is:694) of approved make in surface/ recessed isi marked medium duty pvc conduit & its accessories, hot dipped galvanized m.s modular box with earth terminal, screwless cage connectors for neutral looping in switch board , 6 a modular switch, 6 a modular socket, modular plate with grid plate, screws, making connections, testing etc. as required. on board 61 supplying and drawing fr pvc insulated & unsheathed flexible copper conductor isi marked (is:694) of 1.1 kv grade and approved make in existing surface or recessed conduit/casing capping including making connections etc. as required. 62 2 x 2.5 sq. mm + 1x1.5 sqmm 63 2 x 4.0 sq. mm + 1x1.5 sqmm 64 p & f following sizes (dia) of isi marked medium duty pvc coduit along with accessories in surface/ recessed using sadles, clamps, fastener, as required including cutting the wall and making good the same as required. group ii, 25 mm dia 65 s&f following sizesof isi marked ( is:14927 p ii ) pvc casing capping along with accessorieslike coupler, inner, outer, elbow, square box, tee etc. on surfacewith screws, expansionfastenersas required. 66 32 mm x 12 mm 67 50 mm x 20mm 68 cement concrete pavement of required thickness with 1:1.5:3 (1 cement:1.5 course sand : 3 graded stone aggregate 20 mm nominal size) including finishing complete. 69 demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of engineer in charge. 1: 3: 6 or richer mix. 70 demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of engineer in charge. in cement mortar. 71 cutting of construction joint/ longitudinal joint 4 to 6 mm. wideusing mechanical concrete cutter including cost of diamond bit cutting wheel and filling of bitumen sealingcompound in groove including cost of sealing compound.100 mm depth 72 repair to cement plaster in cement mortar 1 : 6 (1 cement : 6 fine sand) including removal of old plaster in regular shape and white or colour washing. 73 providing and fixing stone jali 40mm thick red/pink sand stone throughoutin cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment, matching the stone shade, jali patterns to be cut square to jali slab without any chamfers etc: 74 supplying and fixing machine cut fine dressedred/pink sand stone dasa orcoping,with full moulding if required laid on cement mortar 1:4 including pointing with admixture of pigment matching with the stone shade. 25mm thick 75 half flyash brick masonry in superstructure , above plinth level upto floor three levelusing flyash bricks of designation 75 cement mortar 1 : 6 (1 cement : 6 coarse sand) 76 random rubble dry stone kharanja under floor. 77 surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish lead up to 50 mtr. and lift up to 1.5 mtr.:all kinds of soil 78 filling in plinth with locally available river shingle under floors including watering ramming consolidating and dressing complete including cost of shingle sand. 79 filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift. 80 centering & shuttering with plywood or steel plate including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor three level for : walls (any thickness) including attached pilasters,buttressesplinthandstring course. 81 supplying and fixing of chain link fencing with angle iron posts 50x50x6mm placed at every 3 mtr. apart 30cm in ground embedded in cement concrete 1:3:6 (30x30x45cm) corner and every tenth post to be strutted with (50 x 50 x 6cm) angle iron provided and fixed and fitted with posts including earth work in excavation etc. complete with chain link size. 82 50mm x 50mm x 3.15mm 83 providing stone slab covering over drains including filling of joints in cement sand mortar 1 : 3 with 35 mm thick cement concrete flooring 1 : 2 : 4 mix complete with good finish with :stone slab 100 to 150 mm thick average. 84 repair to stone masonary in cement sand mortar 1:6 with old and new stone. 85 repair to brick masonary in cement sand mortar 1:6 withnew brick. 86 filling expansion joint with bitumen filler in plain or reinforced cement concrete 25 mm width & 25 mm deep. 87 providing and laying water proofing treatment with thermalinsulation havingthickness of 2.5 3.0 mm over the existing r.c.c. roof by as per direction and satisfaction of engineer in charge and consisting of:(i) cleaning and washing of the existing roof including removing of loose material from the surface of cracks.(ii) widening and deepening of cracks to fill the approved crack filler as per direction of engineer in charge.(iii) application of one coat of approved sealing compound approved by engineer in charge with following specification or equivalent compound @ 0.17 litres per square meter with required brush as per direction of engineer in charge.(iv) application of the mesh approved by engineerin charge (made up of glass fiber , woven structure of leno make , reinforcing with alkali resistant coating having 10x10 mesh size, weight/sqm is 90gm to 120 gm and of 0.25 mm thickness including resin content (%) : 18% ) orequivalentand then application of coat of sealing compound approved by engineerin charge with specifications as narrated above ,without use of water @ 0.33 litre per square meter with brush and dryingof surface for24 hoursas perdirectionof engineerin charge. 88 providing and fixing aluminium composite panel ofapproved make 3mm thick with 0.5mm thick skin & pvdf coated approved shade for wall panelling. main framing work to be done using 50mmx25mmx1.6mm tubular section of approved make. stainless steel screw to be used to fix the acp panel to be fixed to the main frame with industrial adhesive tape and panel groove to be sealed with weather proof silicon sealant suitable for glass/aluminium etc. complete in all respect as approved by engineer in charge. 89 providing & fixing uv stabilised fiberglass reinforced plastic sheet roofing upto any pitch including fixing with polymer coated ‘j’ or ‘l’ hooks, bolts & nuts 8mm dia. g.i plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. the sheets shall be manufactured out of 2400 tex panel rovigs incorporating minimum 0.3% ultra voilet stabiliser in resin system under approximately 2400 psi and hot cured. they shall be of uniform pigmentation and thickness without air pockets and shall confoim to is 10192 and is 12866.the sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified. 90 5.0mm thick (wt. 8.4 kg./mtr. sq.) 91 random rubble stone masonry with hard stone in superstructure aboveplinth level and upto three levelabove 30cm. thick walls in : cement mortar 1:6 ( 1 cement : 6 sand). 92 providing and fixing marble stone flooring table rubbed, 15 18 mm thick over 20mm (av.) thick base of cm 1:4 (1 cement : 4 coarse sand) jointing with white cement mortar 1:2 (1 white cement : 2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete. white marble : makrana adanga. 801 cm2 to 1500 cm2 tiles 93 p & f g.i. pipes (internal work) with g.i. fittings excluding union (is:1239 mark) & ms clamps including cutting and making good the walls and floors: exposed on wall 94 15 mm dia nominal bore b class 95 25 mm dia nominal bore a class 96 supplying and drawing fr pvc insulated & unsheathed flexible copper conductor isi marked (is:694) of 1.1 kv grade and approved make in existingsurface or recessed conduit/casing capping including making connections etc. as required. 97 4 x 10.0 sq.mm 98 4 x 16.0 sq.mm 99 sitc of 11 kv, 400/630 a, 20ka / 3 sec, out door,extensible type ring main unit (rmu) in suitable rcc foundation with 2 no. load break switch & 1 no. vcb / sf6 circuit breaker with over load, earth fault, short circuit relay, copper bus bar, earthing switch, mechanical on / off /earth indication, voltage presence indicator, ring core protection ct 2.5 va, 10p10 as per transformer rating, shunt trip coil, anti reflex operating handle, right angle boots etc. as required. 100 providing and fixing corrugated colour g.i sheet having thickness 0.50mm roofing fixed with g.i.j or l hooks bolts and nuts 8mm dia meetr with bitumen and g.i limpet washers or with g.i limpet washers filled with white lead and including over lapping of sheet complete ( upto a pitch of 60 degree) & excluding the cost of purlins rafters and trusses etc complete in all respect. 101 providing & fixing of hdpe pipe isi mark (is:4984/95) for water supply (suitable for submersible & jet pump) with required fittings 102 40 mm od6 kg / cm2 103 50 mm od6 kg / cm2 104 63 mm od6 kg / cm2 105 p/laying p.v.c./ xlpe insulated & p.v.c. sheathed cable of 1.1 kv grade with aluminium conductor of is:1554 p i / is :7098 p i of group 1 of approved makein ground as per is:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand,iind class bricks covering, refilling earth,compaction of earth, making necessary connection, testing etc. as required of size. 106 10.0 sq.mm 107 4 core 108 16.0 sq.mm 109 4 core 110 70.0 sq,mm 111 3.5 core 112 120.0 sq.mm 113 3.5 core 114 sitc of radial / mixed flow submersible motor pump sets isi marked (is:8034 1989) of approved make with required accessories including making connection suitable for t.w./ d.c.b./ open well. the job includes lowering ofriser pipe, g.i./h.d.p.e. pipe with rope, cables, installation of complete fitting and accessories, jointing of electrical cables up to switch board. all labour for testing of submersible pumps set and supply of water to water mains, complete in all respect.150 mm diameter submersible pump shall havefollowing hp rating, phase, head, minimum discharge respectively. 115 5.0 hp, 3 ø, (32 52)mtr, (400 167)lpm 116 7.5 hp, 3 ø, (45 73)mtr, (400 280)lpm 117 10.0 hp, 3 ø, (64 104)mtr, (400 167)lpm 118 construction of tube well upto 100 meter depth and above in all type of rocks by dth system and over burden, to accommodate casing pipe of following sizes in all types of soils and over burden including lowering of casing pipes, but excluding cost of casingpipes as per is : 2800 (part i & ii) 1979 specifications. the work would be completed after obtaining sand free water. the tube well should have a throughout bore as per nominal dia of casing pipe: 119 200 mm –do 120 supply of erw m.s. black casing pipe isi marked (is:4270/1992) of grade fe410 of following sizes at site of work. 121 nominal bore of pipe (mm) 200 122 testing verticality of tube well by plumbing system and yield test and draw down test by pumping system as per is: 2800 (part ii) 1979. 123 s & f tube well cover ofm.s.sheet (6mm thick) with nuts and bolts complete for casing size: 124 200mm dia 125 s & f m.s. clamp, set of 50 ×6mm flat iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set. 126 installation of submersible motor pump set in tube well/open well complete ( labour charges only) including transportation of tripod, chain pulley block & any other material required for lowering purpose. 127 p/laying isi marked p.v.c. insulated submersible cable confirming to is:694 with flexible copper conductor including making connection etc. as required. 128 6.0 sq.mm 3 core flat / round ...

Department Of Local Bodies - Rajasthan

31606146 various construction work in ward no 04 earth work in excavation for roadway, including trimming bottom and side slopes in accordance with requirement of line, grades and cross sections, including disposal of surplus material with all lift and lead upto 1000 metre as per mort&h specification clause 301in all type of soil 2 carriage of materials by mechanical transport including loading, unloading and stacking upto 2km. lead :: earth 3 providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering all work upto plinth level : 1:4:8 ( 1cement:4 coarse sand:8gradede stone agg. of 40 mm nominal size ) 4 random rubble masonry with hard stone in foundation and plinth :cement mortar 1:6 ( 1 cement : 6 coarse sand ) 5 providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering all work upto plinth level : 1:1½:3 ( 1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size ) . 6 centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for foundations, footings, bases of columns, etc. for mass concrete. 7 providing and fixing stone slab covering of required size over drains including filling of joints with cement sand mortar 1:3 complete as per direction of engineer in charge.average thickness 60 to 75 mm 8 providing and laying reinforced cement concrete pipe np4 / prestrssed concrete pipe for culverts including jointing ends andfixing collar with cement mortar 1:2 complete as per clause 1000 & 2900 of mort&h specification including all material, labour form work, machinery. 300 mm internal diameter...

Department Of Local Bodies - Rajasthan

31606123 various construction work in ward no 02 earth work in excavation for roadway, including trimming bottom and side slopes in accordance with requirement of line, grades and cross sections, including disposal of surplus material with all lift and lead upto 1000 metre as per mort&h specification clause 301in all type of soil 2 carriage of materials by mechanical transport including loading, unloading and stacking upto 2km. lead :: earth 3 providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering all work upto plinth level : 1:4:8 ( 1cement:4 coarse sand:8gradede stone agg. of 40 mm nominal size ) 4 random rubble masonry with hard stone in foundation and plinth :cement mortar 1:6 ( 1 cement : 6 coarse sand ) 5 providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering all work upto plinth level : 1:1½:3 ( 1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size ) . 6 centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for foundations, footings, bases of columns, etc. for mass concrete. 7 providing and fixing stone slab covering of required size over drains including filling of joints with cement sand mortar 1:3 complete as per direction of engineer in charge.average thickness 60 to 75 mm 8 providing, laying, spreading ( with paver finisher only ) and compacting wet mix macadam ( wmm ) base course comprising of graded stone aggregate and granular material conforming to mort&h specifications ( table 400 ii ) in layers of equal compacted thickness each consolidated, including pre mixing the material with water at omc in mechanical mixer ( pug mill ) , carriage of mixed material by tippers to site, laying in uniform layers in base course on a well prepared sub base / base course and compacting with power vibratory roller to achieve the desired density complete as per mort&h specification clause 406 including all material, labour, machinery, lighting, guarding and maintenance of diversion. 9 providing and laying reinforced cement concrete pipe np4 / prestrssed concrete pipe for culverts including jointing ends andfixing collar with cement mortar 1:2 complete as per clause 1000 & 2900 of mort&h specification including all material, labour form work, machinery. 300 mm internal diameter...

Department Of Local Bodies - Rajasthan

31605758 various construction work in ward no 18 providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering all work upto plinth level : 1:4:8 ( 1cement:4 coarse sand:8gradede stone agg. of 40 mm nominal size ) 2 random rubble masonry with hard stone in foundation and plinth :cement mortar 1:6 ( 1 cement : 6 coarse sand ) 3 providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering all work upto plinth level : 1:1½:3 ( 1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size ) . 4 centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for foundations, footings, bases of columns, etc. for mass concrete. 5 providing and fixing stone slab covering of required size over drains including filling of joints with cement sand mortar 1:3 complete as per direction of engineer in charge.average thickness 60 to 75 mm 6 providing and fixing granite stone slab mirror polished and machine edge cut in walls, pillars, steps, shelves, sills counters, floors etc. laid on 12mm ( av. ) thick base of cement mortar 1:3 ( 1 cement : 3 coarse sand ) jointing with white cement mortar 1:2 ( 1white cement : 2 marble dust ) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete.green / black27.2.3.1 upto to 1500 cm2 tiles 7 structural steel work in single section fixed with or without connecting plate including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 8 providing and laying reinforced cement concrete pipe np4 / prestrssed concrete pipe for culverts including jointing ends andfixing collar with cement mortar 1:2 complete as per clause 1000 & 2900 of mort&h specification including all material, labour form work, machinery. 300 mm internal diameter...

Rajasthan Housing Board - Rajasthan

31356453 yearly rate contract rate for year 2022 2023 all sectors pratap nagar, sanganer, jaipur item 2 earth work in excavation by mechanical means (hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and all lift , disposed earth to be levelled and neatly dressed: all kinds of soil 810.00 cum 137.00 rs. one hundered thirty seven only 110970.00 2 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 upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. all kinds of soils 500.00 cum 139.00 rs. one hundered thirty nine only 69500.00 earth, sand, lime, morrum manure or sludge for 20 km. 810.00 cum 83.60 rs. eightythree and paisa sixty only 67716.00 4 filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift. 810.00 cum 66.00 rs. sixtysix only 53460.00 providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering all work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). 500.00 cum 2429.00 rs. two thousand four hundred twentynine only 1214500.00 6 m15 grade nominal mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). 115.00 cum 3265.00 rs. three thousand two hundred sixtyfive only 375475.00 7 providing and laying in position specified grade of cement concrete for all rcc structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. m20 grade nominal mix / design mix 100.00 cum 3811.00 rs. three thousand eignt hundred eleven only 381100.00 add extra for providing richer mixes respectively at all floor levels providing m 25 grade concrete by using min 410 kg of cement per cum instead of m 20 grade design mix. 40.00 cum 57.00 rs. fiftyseven only 2280.00 providing and fabricating reinforcement for r.c.c. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. thermo mechanically treated bars (conforming of relevent is code) 9500.00 kg. 64.00 rs. sixtyfour only 608000.00 10 centering and shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. 100.00 sqm. 116.00 rs. one hundred sixteen only 11600.00 centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for : walls (any thickness) including attached pilasters, buttresses plinth and string course. 200.00 sqm 214.00 rs. two hundred forteen only 42800.00 12 suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc. 400.00 sqm 248.00 rs. two hundred fortyeignt only 99200.00 brick work with f.p.s. bricks of class designation 75 in superstructure above plinth level upto floor v level in all shapes and sizes in : cement mortar 1 : 6 (1 cement : 6 coarse sand) 330.00 cum. 3236.00 rs. three thousand two hundred thirtysix only 1067880.00 add extra for square or rectangular pillars in superstructre brick work up to five storey upto 45 cm length and two corners are free 35.00 cum 133.00 rs. one hundred thirtythree only 4655.00 half brick masonry in foundation & plinth using bricks of designation 75 cement mortar 1 : 6 (1 cement : 6 coarse sand) 450.00 sqm. 350.00 rs. three hundred fifty only 157500.00 random rubble stone masonryr with hard stone in foundation and plinth in cement sand mortar above 30 cm thick wall in: cement mortar 1:4 ( 1 cement : 4 sand). 275.00 cum. 2386.00 rs. two thousand three hundred eightysix only 656150.00 rajasthan housing board , jaipur name of work : yearly rate contract rate for year 2022 2023 place of work : all sectors pratap nagar, sanganer, jaipur g schedule 3 5 8 9 11 13 14 15 16 page 1 of 7 17 cement mortar 1:6 ( 1 cement : 6 sand). 450.00 cum. 2148.00 rs. two thousand one hundred fortyeignt only 966600.00 18 wall upto 30cm. and less thickness. 500.00 cum 144.00 rs. one hundred fortyfour only 72000.00 19 providing and laying coping with cement concrete grade m 15 (1 : 2 : 4) mortar complete with scaffolding,shuttering, glass strip at 1m interval finishing of surface with cm 1:3, rounding of edges fine finishing as per specification 50mm thick.. 500.00 sqm 300.00 rs. three hundred only 150000.00 providing and fixing 1st quality standard white, grey, ivory, fume red brown, light green, light blue and other light shades glazed tiles confirming to is : 13753 & is :15622 in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (excluding the cost of cement plaster on walls and pillar). 200 x 300mm 75.00 sqm 535.00 rs. five hundred thirtyfive only 40125.00 21 300 x 450mm 75.00 sqm 803.00 rs. eignt hundred three only 60225.00 22 providing and fixing 1st quality mat finished ceremic tile size 300x300mm confirming to is : 13755 and is : 15622 colour such as white, grey, ivory, fume red brown, light green, light blue and other light shades in floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (including the cost of cement mortar bed 1:4). 150.00 sqm 604.00 rs. six hundred four only 90600.00 23 extra for using size above 300x300mm in glazed tiles and for using 400mm x 400mm mat finished tiles in place of 300mm x 300mm size. 80.00 sqm 60.40 rs. sixty and paisa forty only 4832.00 p & f 1st quality soluble salt vitrified polished tiles on floor, skirting and steps etc.in different sizes (thickness to be specified by manufacture) with water absorption less than 0.08% and conforming to is 15622 of approved make in all color and shade, laid with 20 mm thick cm 1 : 4 including grouting the joints with white cement and matching pigment etc complete. size 600 mm x 600 mm 80.00 sqm 945.00 rs. nine hundred fortyfive only 75600.00 providing and fixing external grade board solid core single leaf flush door shutters isi 2202 67 marked using phenol formal dehyderesin in glue both sides with approved steel fittings complete as per annexure a : 30 mm thick . commercial veneer both side 180.00 sqm 1338.00 rs. one thousand three hundred thirtyeignt only 240840.00 cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, making of lines or groove etc complete but excluding the cost of nosing of steps etc. complete. 40mm thick with 20mm thick nominal size aggregate. 250.00 sqm 211.00 rs. two hundred eleven only 52750.00 27 75mm thick with 20mm thick nominal size aggregate. 450.00 sqm 334.00 rs. three hundred thirtyfour only 150300.00 kota stone slab flooring 25 mm thick over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) for area of each slab from 2001 to 5000 sq.cm 50.00 sqm 825.00 rs. eignt hundred twentyfive only 41250.00 plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish : 20mm thick . 18000.00 sqm 123.00 rs. one hundred twentythree only 2214000.00 plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : 20mm thick. 10000.00 sqm 107.00 rs. one hundred seven only 1070000.00 31 extra for providing and fixing chicken mesh with plaster at joints of rcc and masonary complete fixing of mesh with nails including cost of mesh ,nails etc. 200.00 sqm 40.00 rs. forty only 8000.00 32 providing and applying white cement based putty over plastered surface to prepare the surface even and smooth complete 1000.00 sqm 86.00 rs. eightysix only 86000.00 33 providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete 1000.00 sqm 62.00 rs. sixtytwo only 62000.00 finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding: new work (two or more coats applied @ 3.84 kg/10 sqm). 3000.00 sqm 41.00 rs. fortyone only 123000.00 painting with synthetic enamel paint of approved brand and manufacture to give an even shade : two or more coats on new work 105.00 sqm 46.00 rs. fortysix only 4830.00 25 20 24 26 28 29 30 34 35 page 2 of 7 distempering with oil bound washable distemper of approved brand and manufacture to give an even shade including all scaffolding: new work (two or more coats) over and including scrapping and priming coat with cement primer. 1300.00 sqm 59.00 rs. fiftynine only 76700.00 old work (one or more coats) including scrapping surface and necessary repairs. same colour 8300.00 sqm 29.00 rs. twentynine only 240700.00 painting exterior surface of wall with 100% acrylic exterior paint of approved brand and manufacture to give an even shade with two or more coats including prepartion of base with sand papering, primer, putty, etc complete in all respect. new work 150.00 sqm 89.00 rs. eightynine only 13350.00 39 old work 2700.00 sqm 62.00 rs. sixtytwo only 167400.00 40 demolishing r.c.c. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of engineer in charge. 50.00 cum 757.00 rs. seven hundred fiftyseven only 37850.00 demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of engineer in charge: in cement mortar. 250.00 cum 523.00 rs. five hundred twentythree only 130750.00 renewing glass panes, with putty and nails wherever necessary: float glass panes of thickness 5.0 mm 300.00 sqm 553.00 rs. five hundred fiftythree only 165900.00 providing and laying water proofing treatment over the existing r.c.c. roof as directed by engineer in charge and consisting of : (i) cleaning and washing of the existing roof including removing of loose material from the surface of cracks. (ii) widening and deepening of cracks to receive the terro crack filler or equivalent in two coats. (iii) application of one coat of terro seal or equivalent compound. (iv) application of one base coat of water puoofing compound and then application of net (made up of nylon and plastic of approved brand and desired thichness) and again application of two base coats of water proofing compound over the net. the three layers of approved water proofing material will be mixed with kerosene in proportion of 5 kg (water proofing material): 1 liter (kerosene) ratio and will be applied like gurmala plaster. (v) application of three or more coats of water repellent compound like terro seal or equivalent compound with soft brushes complete in all respect as per direction of engineer in charge. 3000.00 sqm 570.00 rs. five hundred seventy only 1710000.00 44 providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying : a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proffing cement compound @ 0.253 kg/sqm. b) laying second layer of fiber glass cloth when the first layer is still green . overlaps of joints of fiber cloth should not be less than 10 cm . c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. this will be allowed to air cure for 4 hours followed by water curing for 48 hours. the entire treatment will be taken upto 30cm on parapet wall and tucked into groove in parapet all around d) fourth and final layer of brick tiling ‘with cement mortar or any other approved protective coarse. (which will be paid for separately) for the purpose of measurement the entire treated surface will be measured 500.00 sqm. 275.00 rs. two hundred seventyfive only 137500.00 45 120cm. high fencing with angle iron posts 50x50x6mm. placed at every 3 mtr. apart 30cm. in ground embedded in cement concrete 1:3:6 (30x30x45cm) corner & every tenth posts to be strutted with 50x50x6mm angle iron provided with three horizontal lines and two diagonals of black barbed wire between two posts fitted and fixed with g.i. staple including earth work in excavation etc. complete. 400.00 mtr. 419.00 rs. four hundred nineteen only 167600.00 dismantling of fencing dismantling of barbed wire fencing / wire mesh fencing including posts, foundation concrete, backfilling of pit by manual means including disposal of 200.00 rmtr. 32.00 rs. thirtytwo only 6400.00 47 patch repair to cement concrete floor including digging out old floor in regular shape and removal of rubbish curing etc. complete in all respects. 250.00 sqm 211.00 rs. two hundred eleven only 52750.00 48 washing floor with soda, soap or other cleaning material. 10000.00 sqm 1.00 rs. one only 10000.00 grinding of existing floor with 120 and 360 no. carborundum stone including cost of wax polishing complete : 900.00 sqm 33.00 rs. thirtythree only 29700.00 50 repair of existing steel glazed doors, windows and ventilator, ms sheet door, garge doors, compound wall gates etc. by welding drilling complete include. cost of welding rods and hire charge of welding meachine and tp etc complete 150.00 sqm. 239.00 rs. two hundred thirtynine only 35850.00 43 36 37 38 41 42 46 49 page 3 of 7 51 labour charges for repair to door / window without using any material such as applying randha (finishing) tightening of bolts & screw etc. 450.00 sqm. 160.00 rs. one hundred sixty only 72000.00 52 cleaning and dusting of floor, roof etc. with approved cleaning material including disposal of unserviceable material / rubbish with all lead and lift after social function in community centres . 150.00 per function 889.00 rs. eignt hundred eightynine only 133350.00 53 annual maintenance of fire extinguisher dry chemical powder type 5 kg. capacity 20.00 each 550.00 rs. five hundred fifty only 11000.00 54 cleaning of building, bath, toilets, man hole, sewer line, drains, chambers etc. by sweeper including all cleaning articals.(community centres/office buiding) 10.00 month 6000.00 rs. six thousand only 60000.00 55 labour charges for checking & cleaning sewer pipe line upto 200 mm dia.including removal & transportation of sludge as directed by engineer incharge 1000.00 rmtr. 4.00 rs. four only 4000.00 labour charges for cleaning for internal man hole/chamber complete chamber 50.00 each 30.00 rs. thirty only 1500.00 57 manhole 50.00 each 50.00 rs. fifty only 2500.00 58 labour charges for checking & cleaning sewer pipe line upto 200 mm dia.including removal & transportation of sludge as directed by engineer incharge 10000.00 rmtr. 4.00 rs. four only 40000.00 providing and fixing unplasticized poly vinyl chloride (upvc) swr pipes type b for sciland waste discharge system (is:13592 : 1992 marked) of approved quality /make 75 mm dia 50.00 mtr. 116.00 rs. one hundred sixteen only 5800.00 60 110 mm dia 200.00 mtr. 219.00 rs. two hundred nineteen only 43800.00 61 160mm dia 25.00 mtr. 289.00 rs. two hundred eightynine only 7225.00 62 providing and fixing flex hoarding 10 oz flex sheet duly printing, letter writing, designing, iron sheet framing with wooden structure & angles for supporting of 35x35x5mm with erecting on temporay ballis post as per requirment of site duly approved by engineer incharge, including fitting at site. 2500.00 per sq. ft 90.00 rs. ninety only 225000.00 63 barricating with sal ballies as per design including tying with vertical post by coconut strings including digging out holes in all types of soil complete in all respect with two horizontal members height 1.2 m up to 1.5 m above ground level and vertical supports up to 2.5 centreand upto 3 days period including removal and cleaning the site complete in all respect & including dressing of sides in all types of soil. 500.00 mt 16.50 rs. sixteen and paisa fifty only 8250.00 64 providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide 3000.00 kg. 77.00 rs. seventyseven only 231000.00 65 extra if square,rectangular hollow tubelar sections are used or grill made by flats only 3000.00 kg. 7.00 rs. seven only 21000.00 66 surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish lead up to 50 mtr. and lift up to 1.5 mtr.: all kinds of soil 10000.00 sqm 7.00 rs. seven only 70000.00 67 clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. 25000.00 sqm 4.00 rs. four only 100000.00 clearing grass and removal of rubbish clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per technical specification clause 201. 5.00 hectare 9054.00 rs. nine thousand fiftyfour only 45270.00 construction of embankment with material obtained from borrow pits construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 mtr as per technical specification clause 301.5 500.00 cum 99.00 rs. ninetynine only 49500.00 excavation in cutting in soil by manual means with lead upto 50 m excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per technical specification clause 302.3 (for petty work qty upto 100 cum) 2160.00 cum 85.00 rs. eightyfive only 183600.00 removal of unsuitable soil with disposal upto 1000 m removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per clause 303.5.2 as per technical specification clause 302.3.11 1080.00 cum 27.00 rs. twentyseven only 29160.00 72 removal of blown sand including taking out and disposal of excavated material with lead up to 50mtr. and lift up to 1.5 mtr disposed soil to be levelled and neatly dressed. 540.00 p. cum 12.00 rs. twelve only 6480.00 compacting original ground compacting original ground supporting subgrade 56 59 68 69 70 71 73 page 4 of 7 loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of tables 300.1 and 300.2 for subgrade construction as per technical specification clause 303.5.2. 15000.00 cum 34.00 rs. thirtyfour only 510000.00 water bound macadam sub base/base wbm grading 1 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80 100 kn static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 1 as per technical specification clause 404. (by manual means) 2160.00 cum 788.00 rs. seven hundred eightyeignt only 1702080.00 wbm grading 2 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80 100 kn in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per technical specification clause 405. (using crasher broken aggregate) by manual means 1440.00 cum 1009.00 rs. one thousand nine only 1452960.00 wet mix macadam providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at by mechanical means with 1 km lead 360.00 cum 1011.00 rs. one thousand eleven only 363960.00 77 collection of binding material/mooram for w.b.m. course (p.i. 4 to 6), including stacking as per standard specifications 252.00 cum 450.00 rs. four hundred fifty only 113400.00 78 collection of quarry rubbish (p.i. less than 6), grading as per morth specification’s table 400 1, including stacking as per the standard 150.00 cum 350.00 rs. three hundred fifty only 52500.00 79 labour charges for patching w.b.m. using crushed / broken aggregates including preparation of pot hole scarifying & reshaping to the required grade 252.00 cum 185.00 rs. one hundred eightyfive only 46620.00 prime coat medium porosity providing and applying primer coat with bitumen emulsion (ss 1) on prepared surface of granular base including cleaning of road surface and spraying primer 360.00 sqm 51.00 rs. fifty one only 18360.00 tack coat providing and applying tack coat with bitumen emulsion (rs 1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and 720.00 sqm 14.00 rs. forteen only 10080.00 82 providing and laying dense graded bituminous macadam with 100 120 tph batch type hmp producing an average output of 75 tones per hour using 770.00 p. mt 2958.00 rs. two thousand nine hundred fiftyeignt only 2277660.00 providing and laying bituminous concrete with 100 120 tph batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per mort & h specifications clause 509 complete in all respects for grading ii (13 mm nominal size) bitumen s 65 2466.00 p. mt 3531.00 rs. three thousand five hundred thirtyone only 8707446.00 providing and laying reinforced cement concrete pipe np3 as per design in single row providing and laying reinforced cement concrete pipe np3 for culverts on first class bedding of granular material in 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 dia 48.00 rmt. 1288.00 rs. one thousand two hundred eightyeignt only 61824.00 85 300 mm dia 48.00 rmt. 540.00 rs. five hundred forty only 25920.00 cement concrete pavement 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 43 grade cement or any other type as per clause 1501.2.2 m30 (grade), coarse and fine aggregates 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 weigh batcher 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 shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 days, using curing compound and water finishing to lines and grade as per drawing and technical specification clause 1501, including vaccum dewatering process with all required equipments 300.00 cum 3482.00 rs. three thousand four hundred eightytwo only 1044600.00 interlocking concrete block pavement 76 3 74 75 80 81 83 84 86 87 page 5 of 7 providing and laying of interlocking m 30 grade concrete block pavements having thickness 80mm as per drawings and technical specification clause 1504 with spreading 30mm thick sand under neath and filling joints with sand including providing and laying cc m30 edge blocks 300mm x 150mm x 300mm size. 3500.00 sqm 541.00 rs. five hundred fortyone only 1893500.00 88 cutting of construction joint/ longitudinal joint 4 to 6 mm. wide & 75 to 100 mm deep using mechanical concrete cutter including cost of diamond bit cutting wheel and filling of bitumen sealing compound in groove including cost of sealing compound. 300.00 mtr 55.00 rs. fiftyfive only 16500.00 providing and fixing of reinforced ferro cement drain cover designed for class aa loading duly marked on cover with adequate steel reinforcement having thickness 75 mm to 150 mm anti corrosive bitumen painted m.s. plate rim and on m.s. lifting hooks admixture like plasticizer bond improving compound shrinkage resistance compound abrasion resistant complete as per approved design etc. drain opening size standard drain cover size 451 mm to 700 mm (1000 x 800 mm) 100.00 sqm 1418.00 rs. one thousand four hundred eighteen only 141800.00 90 701 mm to 1200 mm (1500 x 600) mm 100.00 sqm 1785.00 rs. one thousand seven hundred eightyfive only 178500.00 91 providing and erecting typical citizens information board as per approved drawing & specification of morth made of two ms sheet of 1.6 mm thick each of size 900mm x 750mm stiffend by angle iron 25mmx25mm x 3mm all around the plate & plates fixed on frame of 75mm dia pipe of 12 swg sheet (vertical post 3050 mm with angle holdfasts and horizontal member 900mm) to be joined by embedded in cement concrete m 15 grade of block of 600mmx 600mm x 750 mm size below ground level as per enclosed drawings & as directed by engineering incharge. all ms will be stove anmeled on both side lettering. figuring and border will be with ready mixed synthethic enamel paint of superior quality in required shade and colour etc complete in all respect. all sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per mord specification. 25.00 each 6600.00 rs. six thousand six hundred only 165000.00 92 marking centre line and stop lines etc. on road as per irc pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160 c with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements. 200.00 sqm 450.00 rs. four hundred fifty only 90000.00 supply & fixing of m 20 grade precast cement concrete kerb or dand upto 60 cm length over 20 mm thick base of cement mortar 1:6 including jointing earth work, painting & jointing with cement mortar 1:4 of size (22.5 x 25) / 2 x 30 cm 800.00 rmt. 436.00 rs. four hundred thirtysix only 348800.00 94 supply & fixing of direction and place identification sign board made out of 1.2 mm thick ms sheet framed to angle iron 35 x 35 x 5mm and two verticle post of angle iron 35 x 35 x 5mm 3 meter long with hold fast , stove enameled painting and lettering as per design and pattern of size 120 x 90 cm including of digging pits size 30 x 30 x 45 cm and fixing in c.c.1:5:10 including curing complete in all respect. 100.00 each 3800.00 rs. three thousand eignt hundred only 380000.00 painting on concrete/steel surfaces with epoxy painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and technical specification clause 1701 800.00 sqm 96.00 rs. ninetysix only 76800.00 maintenace of bituminous surface road repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat with bitumen emulsion, 20 mm thick pre mix carpet using catonic bitumen emulsion and seal coat type b with bitumen emulsion 300.00 sqm 210.00 rs. two hundred ten only 63000.00 97 providing and laying of kandhal readymade cold patching mix for repair of potholes in adverse climatic conditions including the bituminous mix with a minimum of 5.6% mc 100 cutback bitumen (containing a suitable antistripping agent) by weight of mix and in strict conformance in gradation and other requirements such as 6 month storage life as per the specifications laying in proper camber & grade compaction with road roller and transportation with all lead & lift complete in all respect as per direction of engineer in charge 2500.00 per kg 13.50 rs. thirteen and paisa fifty only 33750.00 supply of dry manure including loading unloading, transportation & stacking at site. fram yard manure (organic). 100.00 cum. 300.00 rs. three hundred only 30000.00 supply of chemical fertilizers at store in bags weighing not less than 50 kg. each including loading unloading & transporation etc. urea 20.00 per 50 kg.bag 220.00 rs. two hundred twenty only 4400.00 100 d.a.p. 20.00 per 50 kg.bag 550.00 rs. five hundred fifty only 11000.00 99 87 89 93 95 96 98 page 6 of 7 101 supply & stacking good earth at site complete including loading unloading & transporation etc. 100.00 cum. 100.00 rs. one hundred only 10000.00 supply of insecticides & pesticides at store in dust / liquid form complete. cholorophyriphos 20 ec. 20.00 per liter 325.00 rs. three hundred twentyfive only 6500.00 supply of p.v.c. hose pipe of different sizes at store including transportation etc complet : 25 mm dia. 50.00 r.mtr. 45.00 rs. fortyfive only 2250.00 supply of different varities of tree / shrubs / climbers according to height and age of the plant at site including loading/ unloading & transportation etc. complete : different varrities of climbers 900 mm to 1500 mm. 3000.00 each 37.50 rs. thirtyseven and paisa fifty only 112500.00 supply of different varities of tree(neem, gulmohar, kasia, alstonia, ashoka,etc.) according to height and age of the plant at site including loading/ unloading & transportation etc. complete : different tree 2401 mm to 3000 mm. 1000.00 each 300.00 rs. three hundred only 300000.00 supply of different sized pots at site store including loading unloading & transporatation etc. complete : cement pot 350 mm size 100.00 each 65.00 rs. sixtyfive only 6500.00 107 maintenance of shrubbary or hedge cutting including disposal of rubbish with all leads & lifts. 1000.00 sqm 3.00 rs. three only 3000.00 108 digging of pits size 60x60x60 cms. including removal of stones. manuring applicable of insecticides & watering atleast 15 litre per plant after planting. 1000.00 per pit. 15.00 rs. fifteen only 15000.00 109 prunning & trumming andcutting of old big trees on the road side the contractor will deposit the cut wood in the deptt. 10000.00 per tree 30.00 rs. thirty only 300000.00 maintenance of plants by the contractor including of pits/bids watering preparation of thavala hoeing weeding etc. & application of insecticieds etc. & security if the plant die during maintenance contractor has to replace same height plant at his own cost. trees 15000.00 per plant per month 10.00 rs. ten only 150000.00 111 shrubs or hedge 36000.00 per plant per month 5.40 rs. five and paisa forty only 194400.00 hire charges of plants & machinery 112 tractor with trolley . 72.00 per day 1050.00 rs. one thousand fifty only 75600.00 113 generator 250 kva. 12.00 per day 1200.00 rs. one thousand two hundred only 14400.00 114 hire and running charges of crane 20 tonne capacity. 12.00 per day 5500.00 rs. five thousand five hundred only 66000.00 115 hydraulic excavator (3d) with driver and fuel. 24.00 per day 6600.00 rs. six thousand six hundred only 158400.00 116 hire charges of diesel truck 9 tonne 72.00 per day 1350.00 rs. one thousand three hundred fifty only 97200.00 hire charges of labour 117 beldar 1200.00 per day 200.00 rs. two hundred only 240000.00 118 coolie 12000.00 per day 200.00 rs. two hundred only 2400000.00 119 blacksmith 1st class 50.00 per day 250.00 rs. two hundred fifty only 12500.00 120 fitter (grade 1) 50.00 per day 280.00 rs. two hundred eighty only 14000.00 121 mason (brick layer) 1st class 50.00 per day 300.00 rs. three hundred only 15000.00 122 kanat 9 x 6 fixed with tent. 30.00 1st day 19.80 rs. nineteen and paisa eighty only 594.00 123 water proof tripal ...

Pradhan Mantri Gram Sadak Yojana - Rajasthan

30858700 tender for civil work road work = rj 04 / pmgsy / f.i / 2020 21 / 01 1 clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per mord specification clause 201. by mechanical means in area of non thorny jungle 2 mundla bisoti to harnawada 3 nh 90 km 37 / 400 to dara 4 nh 90 km 49 / 800 to salpur 5 total 6 construction of granular sub base by providing well graded crusher borken material, mixing in a mechanical mix plant at omc , carriage of mixed material to work site upto lead of 1000m spreading in uniform layers with tractor mount grader on prepared surface, mixing by mix in place method with rotavatorat omc, and compacting with smoothwheelroller to achieve thedesired density, complete as per mord specification clause 401. for grading iiimaterial 7 mundla bisoti to harnawada 8 nh 90 km 37 / 400 to dara 9 nh 90 km 49 / 800 to salpur 10 total 11 maintenance of wbm road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per mord specification clause 1906. 12 mundla bisoti to harnawada 13 nh 90 km 37 / 400 to dara 14 nh 90 km 49 / 800 to salpur 15 total 16 providing and applying tack coat with bitumen emulsion ( rs 1 ) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per mord specification clause 503. 17 mundla bisoti to harnawada 18 nh 90 km 37 / 400 to dara 19 nh 90 km 49 / 800 to salpur 20 total 21 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 of aggregate and plastic waste cutting in a hotmix plant, laying and rolling with a three wheel 80 100 kn static roller capacity, finished to required level and grades to be followed by seal coat of either type a or type b or type c as per mord specification clause 508. waste plastic @ 8% of bitumen. bitumen vg 30 22 mundla bisoti to harnawada 23 nh 90 km 37 / 400 to dara 24 nh 90 km 49 / 800 to salpur 25 total 26 providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type a, type b and type c as per mord specification clause 510 by mechanical means case ii:type b bitumen ( vg 30 ) 27 mundla bisoti to harnawada 28 nh 90 km 37 / 400 to dara 29 nh 90 km 49 / 800 to salpur 30 total 31 providing and fixing of pmgsy logo with definition plate ( as per mord design / drawing ) 3mm thick plate of aluminium composite materials ( acm ) , material specifications as per clause 1701.3.7. the top most plate will be in diamond shape of 600mm x 600 mm size, riveted over welded m.s. angle iron frame of 25 mm x 25mm x 5 mm size on back on edgesincluding orange luminous colour epoxy paint on logo, size ofdefinition plate 900x300mm supported on ms post of square hollow section 75x75x6mm, 3m long .the lettering and borders, etc. of definition plate and pmgsy logo on top plate shall be as per clause 1701.4.6 messages / borders. all the sections of frame and posts will be painted with primer and two coats of epoxy paint. the steel tube below ground level will be painted with three coats of epoxy paint. the design, painting and lettering shall be done as per approved drawing.posts will be fixed to the ground by means of properly designed foundation with m 15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and mord specification clause 1700 32 mundla bisoti to harnawada 33 nh 90 km 37 / 400 to dara 34 nh 90 km 49 / 800 to salpur 35 total 36 reinforced cement concrete m15grade kilometre stone / local stone of standard design as per irc:8 fixing in position including painting and printing, etc as per drawing and mord specification clause 1703 ordinary kilometer stone ( precast ) 37 mundla bisoti to harnawada 38 nh 90 km 37 / 400 to dara 39 nh 90 km 49 / 800 to salpur 40 total 41 reinforced cement concrete m15grade kilometre stone / local stone of standard design as per irc:8 fixing in position including painting and printing, etc as per drawing and mord specification clause 1703 200 m stone ( precast ) 42 mundla bisoti to harnawada 43 nh 90 km 37 / 400 to dara 44 nh 90 km 49 / 800 to salpur 45 total 46 providing and laying reinforced cement concrete pipe np3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets clause 1106. 300 mm dia 47 mundla bisoti to harnawada 48 nh 90 km 37 / 400 to dara 49 nh 90 km 49 / 800 to salpur 50 total 51 annual maintenance charges on pro rata basis as perfixed amounts 52 1st year 53 2nd year 54 3rd year 55 4th year 56 5th year...

Pradhan Mantri Gram Sadak Yojana - Rajasthan

30858698 tender for civil work road work rj 23 / pmgsy / f.i / 2021 22 / 01 1 clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per mord specification clause 201. by mechanical means in area of non thorny jungle 2 kherula road to bhooden 3 mdr 51 km 51 / 200 to bagawada 4 total 5 construction of granular sub base by providing well graded crusher borken material, mixing in a mechanical mix plant at omc , carriage of mixed material to work site upto lead of 1000m spreading in uniform layers with tractor mount grader on prepared surface, mixing by mix in place method with rotavatorat omc, and compacting with smoothwheelroller to achieve thedesired density, complete as per mord specification clause 401. for grading iiimaterial 6 kherula road to bhooden 7 mdr 51 km 51 / 200 to bagawada 8 total 9 maintenance of wbm road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per mord specification clause 1906. 10 kherula road to bhooden 11 mdr 51 km 51 / 200 to bagawada 12 total 13 scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per mord specification clause 301.4. 14 kherula road to bhooden 15 total 16 providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial with water at omc in mechanical mixer ( pug mill ) , carriage of mixed material by tipper to site, layingin uniform layers in sub base / base course on a well prepared sub base and compacting with smoothwheel roller of 80 to 100kn weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per tables 400.11 & 400.12 and mord specification clause 406. by mechanical means with 1 km lead 17 kherula road to bhooden 18 total 19 providing and applying primer coat with bitumen emulsion ( ss 1 ) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 1.0 kg / sqm using mechanical means as per mord specification clause 502 20 kherula road to bhooden 21 total 22 providing and applying tack coat with bitumen emulsion ( rs 1 ) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per mord specification clause 503. 23 kherula road to bhooden 24 mdr 51 km 51 / 200 to bagawada 25 total 26 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 of aggregate and plastic waste cutting in a hotmix plant, laying and rolling with a three wheel 80 100 kn static roller capacity, finished to required level and grades to be followed by seal coat of either type a or type b or type c as per mord specification clause 508. waste plastic @ 8% of bitumen. bitumen vg 30 27 kherula road to bhooden 28 mdr 51 km 51 / 200 to bagawada 29 total 30 providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type a, type b and type c as per mord specification clause 510 by mechanical means case ii:type b bitumen ( vg 30 ) 31 kherula road to bhooden 32 mdr 51 km 51 / 200 to bagawada 33 total 34 providing and fixing of pmgsy logo with definition plate ( as per mord design / drawing ) 3mm thick plate of aluminium composite materials ( acm ) , material specifications as per clause 1701.3.7. the top most plate will be in diamond shape of 600mm x 600 mm size, riveted over welded m.s. angle iron frame of 25 mm x 25mm x 5 mm size on back on edgesincluding orange luminous colour epoxy paint on logo, size ofdefinition plate 900x300mm supported on ms post of square hollow section 75x75x6mm, 3m long .the lettering and borders, etc. of definition plate and pmgsy logo on top plate shall be as per clause 1701.4.6 messages / borders. all the sections of frame and posts will be painted with primer and two coats of epoxy paint. the steel tube below ground level will be painted with three coats of epoxy paint. the design, painting and lettering shall be done as per approved drawing.posts will be fixed to the ground by means of properly designed foundation with m 15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and mord specification clause 1700 35 kherula road to bhooden 36 mdr 51 km 51 / 200 to bagawada 37 total 38 providing and laying reinforced cement concrete pipe np3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets clause 1106. 300 mm dia 39 kherula road to bhooden 40 mdr 51 km 51 / 200 to bagawada 41 total 42 construction of granular sub base by providing well graded crusher borken material, mixing in a mechanical mix plant at omc , carriage of mixed material to work site upto lead of 1000m spreading in uniform layers with tractor mount grader on prepared surface, mixing by mix in place method with rotavatorat omc, and compacting with smoothwheelroller to achieve thedesired density, complete as per mord specification clause 401. for grading ii material 43 kherula road to bhooden 44 total 45 reinforced cement concrete m15grade kilometre stone / local stone of standard design as per irc:8 fixing in position including painting and printing, etc as per drawing and mord specification clause 1703 ordinary kilometer stone ( precast ) 46 mdr 51 km 51 / 200 to bagawada 47 total 48 reinforced cement concrete m15grade kilometre stone / local stone of standard design as per irc:8 fixing in position including painting and printing, etc as per drawing and mord specification clause 1703 200 m stone ( precast ) 49 mdr 51 km 51 / 200 to bagawada 50 total 51 annual maintenance charges on pro rata basis as perfixed amounts 52 1st year 53 2nd year 54 3rd year 55 4th year 56 5th year...

Pradhan Mantri Gram Sadak Yojana - Rajasthan

30858691 tender for civil work road work rj 04 / pmgsy / f.i / 2021 22 / 01 1 scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per mord specification clause 301.4. 2 dugari to bamuliya mataji km. 0 / 0 to 2 / 58 3 mahu to balapura via rawal jawal km. 0 / 0 to 1 / 600 4 total 5 construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m as per mord specification clause 301.5 6 dugari to bamuliya mataji km. 0 / 0 to 2 / 58 7 mahu to balapura via rawal jawal km. 0 / 0 to 1 / 600 8 ghorigaon to mandpur 9 nanwata to gordi 10 bhainsara to maytha 11 kachra to kachari 12 mussigujran to hanuwatkhera 13 total 14 providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial with water at omc in mechanical mixer ( pug mill ) , carriage of mixed material by tipper to site, layingin uniform layers in sub base / base course on a well prepared sub base and compacting with smoothwheel roller of 80 to 100kn weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per tables 400.11 & 400.12 and mord specification clause 406. 15 dugari to bamuliya mataji km. 0 / 0 to 2 / 58 16 mahu to balapura via rawal jawal km. 0 / 0 to 1 / 600 17 ghorigaon to mandpur 18 total 19 providing and applying primer coat with bitumen emulsion ( ss 1 ) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 1.0 kg / sqm using mechanical means as per mord specification clause 502 20 dugari to bamuliya mataji km. 0 / 0 to 2 / 58 21 mahu to balapura via rawal jawal km. 0 / 0 to 1 / 600 22 nanwata to gordi 23 bhainsara to maytha 24 kachra to kachari 25 mussigujran to hanuwatkhera 26 total 27 providing and applying tack coat with bitumen emulsion ( rs 1 ) using emulsiondistributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with hydraulic broom as per mord specification clause 503. 28 dugari to bamuliya mataji km. 0 / 0 to 2 / 58 29 mahu to balapura via rawal jawal km. 0 / 0 to 1 / 600 30 nanwata to gordi 31 bhainsara to maytha 32 kachra to kachari 33 mussigujran to hanuwatkhera 34 total 35 providing and applying tack coat with bitumen emulsion ( rs 1 ) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per mord specification clause 503. 36 dugari to bamuliya mataji km. 0 / 0 to 2 / 58 37 mahu to balapura via rawal jawal km. 0 / 0 to 1 / 600 38 ghorigaon to mandpur 39 nanwata to gordi 40 bhainsara to maytha 41 kachra to kachari 42 mussigujran to hanuwatkhera 43 total 44 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 of aggregate and plastic waste cutting in a hotmix plant, laying and rolling with a three wheel 80 100 kn static roller capacity, finished to required level and grades to be followed by seal coat of either type a or type b or type c as per mord specification clause 508. waste plastic @ 8% of bitumen. bitumen vg 30 45 dugari to bamuliya mataji km. 0 / 0 to 2 / 58 46 mahu to balapura via rawal jawal km. 0 / 0 to 1 / 600 47 ghorigaon to mandpur 48 nanwata to gordi 49 bhainsara to maytha 50 kachra to kachari 51 mussigujran to hanuwatkhera 52 total 53 providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type a, type b and type c as per mord specification clause 510 by mechanical means case ii:type b bitumen ( vg 30 ) 54 dugari to bamuliya mataji km. 0 / 0 to 2 / 58 55 mahu to balapura via rawal jawal km. 0 / 0 to 1 / 600 56 ghorigaon to mandpur 57 nanwata to gordi 58 bhainsara to maytha 59 kachra to kachari 60 mussigujran to hanuwatkhera 61 total 62 providing and fixing of typical pmgsy informatory sign board with logo as per mord specifications and drawing. three ms plates of 1.6 mm 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 75 mm 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 63 dugari to bamuliya mataji km. 0 / 0 to 2 / 58 64 mahu to balapura via rawal jawal km. 0 / 0 to 1 / 600 65 ghorigaon to mandpur 66 total 67 reinforced cement concrete m15grade kilometre stone / local stone of standard design as per irc:8 fixing in position including painting and printing, etc as per drawing and mord specification clause 1703 ordinary kilometer stone ( precast ) 68 dugari to bamuliya mataji km. 0 / 0 to 2 / 58 69 mahu to balapura via rawal jawal km. 0 / 0 to 1 / 600 70 ghorigaon to mandpur 71 nanwata to gordi 72 bhainsara to maytha 73 kachra to kachari 74 mussigujran to hanuwatkhera 75 total 76 reinforced cement concrete m15grade kilometre stone / local stone of standard design as per irc:8 fixing in position including painting and printing, etc as per drawing and mord specification clause 1703 200 m stone ( precast ) 77 dugari to bamuliya mataji km. 0 / 0 to 2 / 58 78 mahu to balapura via rawal jawal km. 0 / 0 to 1 / 600 79 ghorigaon to mandpur 80 nanwata to gordi 81 bhainsara to maytha 82 kachra to kachari 83 mussigujran to hanuwatkhera 84 total 85 clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per mord specification clause 201. by mechanical means in area of non thorny jungle 86 ghorigaon to mandpur 87 nanwata to gordi 88 bhainsara to maytha 89 kachra to kachari 90 mussigujran to hanuwatkhera 91 total 92 interlocking concrete block pavement 0.30 mtr x 0.30 mtr x 0.15 mtr edge blocks ( measurments shall be made inner to inner side of edge blocks ) providing and laying of interlocking m 30 grade concrete block pavements having thickness 80 mm as per drawings and mord specification clause 1504with m 30 grade 0.30 mtr x 0.30 mtr x 0.15 mtr edge blocks. category b : dentated only two side like i, z, t shape as per irc:sp:63 2004 93 ghorigaon to mandpur 94 total 95 providing concrete for plain / reinforced concrete in open foundations complete as per drawings and mord specifications clause 802, 803, 1202 & 1203 p.c.c grade m 10 nominal mix 1:3:6 96 ghorigaon to mandpur 97 nanwata to gordi 98 bhainsara to maytha 99 kachra to kachari 100 mussigujran to hanuwatkhera 101 total 102 maintenance of wbm road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per mord specification clause 1906. 103 nanwata to gordi 104 bhainsara to maytha 105 kachra to kachari 106 mussigujran to hanuwatkhera 107 total 108 construction of granular sub base by providing well graded crusher borken material, mixing in a mechanical mix plant at omc , carriage of mixed material to work site upto lead of 1000m spreading in uniform layers with tractor mount grader on prepared surface, mixing by mix in place method with rotavatorat omc, and compacting with smoothwheelroller to achieve thedesired density, complete as per mord specification clause 401. for grading ii material 109 nanwata to gordi 110 bhainsara to maytha 111 kachra to kachari 112 mussigujran to hanuwatkhera 113 total 114 construction ofun reinforced, without dowel bar, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 m30 ( grade ) , coarse and fine aggregates 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 weigh batcher 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 shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 days, using curing compoundand water finishing to lines and grade as per drawingand mord specification clause 1501 including vaccum dewatering process with all required equipments 115 nanwata to gordi 116 kachra to kachari 117 mussigujran to hanuwatkhera 118 total 119 providing and laying reinforced cement concrete pipe np3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets clause 1106. 300 mm dia 120 nanwata to gordi 121 bhainsara to maytha 122 kachra to kachari 123 mussigujran to hanuwatkhera 124 total 125 providing and fixing of pmgsy logo with definition plate ( as per mord design / drawing ) 3mm thick plate of aluminium composite materials ( acm ) , material specifications as per clause 1701.3.7. the top most plate will be in diamond shape of 600mm x 600 mm size, riveted over welded m.s. angle iron frame of 25 mm x 25mm x 5 mm size on back on edgesincluding orange luminous colour epoxy paint on logo, size ofdefinition plate 900x300mm supported on ms post of square hollow section 75x75x6mm, 3m long .the lettering and borders, etc. of definition plate and pmgsy logo on top plate shall be as per clause 1701.4.6 messages / borders. all the sections of frame and posts will be painted with primer and two coats of epoxy paint. the steel tube below ground level will be painted with three coats of epoxy paint. the design, painting and lettering shall be done as per approved drawing.posts will be fixed to the ground by means of properly designed foundation with m 15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and mord specification clause 1700 126 nanwata to gordi 127 bhainsara to maytha 128 kachra to kachari 129 mussigujran to hanuwatkhera 130 total 131 providing and laying stone set pavement on prepared surface with sub base 100 mm thick compacted granular sub base as per clause 401.4 and base 75 mm thick compacted water bound macadam grading 2 as per clause 405.3.the 150 mm thick hammer desired stones are laid in the herring one or stretched bond pattern.the stones are compacted into the bedding sand of 40 mm over the wbm base bounded by edge stone using suitable compacting device.the gaps are filled with fine sand stone dust as per mord specification clause 413.4 132 bhainsara to maytha 133 total 134 annual maintenance charges on pro rata basis as perfixed amounts 135 1st year 136 2nd year 137 3rd year 138 4th year 139 5th year...

Pradhan Mantri Gram Sadak Yojana - Rajasthan

30858687 tender for up gradation and maintenance of road work 1 clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per mord specification clause 201. by mechanical means in area of non thorny jungle 2 khanda sahrol to bichi 3 a / r to pathari 4 kelwara laxmipura to ganeshpura 5 tilgaon to pureni 6 total 7 maintenance of wbm road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per mord specification clause 1906. 8 khanda sahrol to bichi 9 a / r to pathari 10 kelwara laxmipura to ganeshpura 11 tilgaon to pureni 12 total 13 providing and applying primer coat with bitumen emulsion ( ss 1 ) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 1.0 kg / sqm using mechanical means as per mord specification clause 502 14 khanda sahrol to bichi 15 a / r to pathari 16 kelwara laxmipura to ganeshpura 17 tilgaon to pureni 18 total 19 providing and applying tack coat with bitumen emulsion ( rs 1 ) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per mord specification clause 503. 20 khanda sahrol to bichi 21 a / r to pathari 22 kelwara laxmipura to ganeshpura 23 tilgaon to pureni 24 total 25 providing and applying tack coat with bitumen emulsion ( rs 1 ) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per mord specification clause 503. 26 khanda sahrol to bichi 27 a / r to pathari 28 kelwara laxmipura to ganeshpura 29 tilgaon to pureni 30 total 31 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 of aggregate and plastic waste cutting in a hotmix plant, laying and rolling with a three wheel 80 100 kn static roller capacity, finished to required level and grades to be followed by seal coat of either type a or type b or type c as per mord specification clause 508. waste plastic @ 8% of bitumen. bitumen vg 30 32 khanda sahrol to bichi 33 a / r to pathari 34 kelwara laxmipura to ganeshpura 35 tilgaon to pureni 36 total 37 providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type a, type b and type c as per mord specification clause 510 by mechanical means case ii:type b bitumen ( vg 30 ) 38 khanda sahrol to bichi 39 a / r to pathari 40 kelwara laxmipura to ganeshpura 41 tilgaon to pureni 42 total 43 providing and fixing of pmgsy logo with definition plate ( as per mord design / drawing ) 3mm thick plate of aluminium composite materials ( acm ) , material specifications as per clause 1701.3.7. the top most plate will be in diamond shape of 600mm x 600 mm size, riveted over welded m.s. angle iron frame of 25 mm x 25mm x 5 mm size on back on edgesincluding orange luminous colour epoxy paint on logo, size ofdefinition plate 900x300mm supported on ms post of square hollow section 75x75x6mm, 3m long .the lettering and borders, etc. of definition plate and pmgsy logo on top plate shall be as per clause 1701.4.6 messages / borders. all the sections of frame and posts will be painted with primer and two coats of epoxy paint. the steel tube below ground level will be painted with three coats of epoxy paint. the design, painting and lettering shall be done as per approved drawing.posts will be fixed to the ground by means of properly designed foundation with m 15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and mord specification clause 1700 44 khanda sahrol to bichi 45 a / r to pathari 46 kelwara laxmipura to ganeshpura 47 tilgaon to pureni 48 total 49 reinforced cement concrete m15grade kilometre stone / local stone of standard design as per irc:8 fixing in position including painting and printing, etc as per drawing and mord specification clause 1703 ordinary kilometer stone ( precast ) 50 khanda sahrol to bichi 51 a / r to pathari 52 kelwara laxmipura to ganeshpura 53 tilgaon to pureni 54 total 55 reinforced cement concrete m15grade kilometre stone / local stone of standard design as per irc:8 fixing in position including painting and printing, etc as per drawing and mord specification clause 1703 200 m stone ( precast ) 56 khanda sahrol to bichi 57 a / r to pathari 58 kelwara laxmipura to ganeshpura 59 tilgaon to pureni 60 total 61 construction of granular sub base by providing well graded crusher borken material, mixing in a mechanical mix plant at omc , carriage of mixed material to work site upto lead of 1000m spreading in uniform layers with tractor mount grader on prepared surface, mixing by mix in place method with rotavatorat omc, and compacting with smoothwheelroller to achieve thedesired density, complete as per mord specification clause 401. for grading ii material 62 kelwara laxmipura to ganeshpura 63 tilgaon to pureni 64 total 65 providing concrete for plain / reinforced concrete in open foundations complete as per drawings and mord specifications clause 802, 803, 1202 & 1203 p.c.c grade m 10 nominal mix 1:3:6 66 khanda sahrol to bichi 67 a / r to pathari 68 kelwara laxmipura to ganeshpura 69 tilgaon to pureni 70 total 71 construction ofun reinforced, without dowel bar, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 m30 ( grade ) , coarse and fine aggregates 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 weigh batcher using approved mix design, laid inapproved 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 shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, near approaches to bridge / culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 days, using curing compoundand water finishing to lines and grade as per drawingand mord specification clause 1501 including vaccum dewatering process with all required equipments 72 khanda sahrol to bichi 73 a / r to pathari 74 kelwara laxmipura to ganeshpura 75 tilgaon to pureni 76 total 77 providing and laying reinforced cement concrete pipe np3 for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets clause 1106. 300 mm dia 78 kelwara laxmipura to ganeshpura 79 total 80 construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m as per mord specification clause 303.1. 81 khanda sahrol to bichi 82 a / r to pathari 83 kelwara laxmipura to ganeshpura 84 tilgaon to pureni 85 total 86 earthwork in excavation for structures as per drawing and mord 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 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial.ordinary soil upto 3 m depth 87 khanda sahrol to bichi 88 total 89 stone masonry work in cement mortar in foundation complete as per drawing and mord specifications clauses 702, 704, 1202 & 1203. random rubble masonry in 1:4 cement mortar 90 khanda sahrol to bichi 91 total 92 pointing with cement mortar ( 1:3 ) on stone work as per drawing and mord specification clauses 613.3 and 1204 flush and rulled type 93 khanda sahrol to bichi 94 total 95 providing pcc m 20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and mord specification clauses 615, 710and 1204.3.11 50 mm thick 96 khanda sahrol to bichi 97 total 98 annual maintenance charges on pro rata basis as perfixed amounts 99 1st year 100 2nd year 101 3rd year 102 4th year 103 5th year...

Public Works Department - Rajasthan

30078781 additional work on ridf 25 package no. 16 04 road work (based on pwd rural circle jaipur road bsr 2019) validate print help 1 earthwork in excavation for structures as per drawing and morth specifications clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material ordinary soil upto 3 m depth 244.000 p.cum 155.00 37820.000 inr thirty seven thousand eight hundred & twenty only 2 providing concrete for plain/reinforced concrete in open foundations complete as per drawings and morth specifications clause 1702, 1703, 2102 & 2104 p.c.c grade m 10 nominal mix 1:3:6 149.650 p.cum 2677.00 400613.000 inr four lakh six hundred & thirteen only 3 stone masonry work in cement mortar in foundation complete as per drawing and morth specifications clauses 1402, 1405, 2102 & 2104. random rubble masonry in 1:4 cement mortar 384.742 p.cum 2593.00 997636.000 inr nine lakh ninety seven thousand six hundred & thirty six only 4 providing concrete for plain/reinforced concrete in open foundations complete as per drawings and morth specifications clause 1702, 1703, 2102 & 2104 p.c.c. grade m 20 nominal mix (1:2:4) 242.807 p.cum 3045.00 739347.000 inr seven lakh thirty nine thousand three hundred & forty seven only 5 providing and laying reinforced cement concrete pipe np3 for culverts on first class bedding of granular material in 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 2905 1000 mm dia 60.000 p.rmt 4219.00 253140.000 inr two lakh fifty three thousand one hundred & forty only sl. no. item description quantity units estimated rate in rs. p total amount without taxes in rs. p total amount in words 1 2 3 4 5 6 7 6 plastering with cement mortar (1:4), 20 mm thick on stone work. 269.502 p.sqm 132.00 35574.000 inr thirty five thousand five hundred & seventy four only 7 providing pcc m 20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and morth specification clauses 1313, 1411 and 2206.6, 75 mm thick 65.000 p.sqm 321.00 20865.000 inr twenty thousand eight hundred & sixty five only 8 white washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per morth specifications clause 800 30.710 p.sqm 10.00 307.000 inr three hundred & seven only 9 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 43 grade cement or any other type as per clause 602.2.2 m30 (grade), coarse and fine aggregates conforming to is:383, maximum size 113.100 cum 5460.00 617526.000 inr six lakh seventeen thousand five hundred & twenty six only fine aggregates 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 weigh batcher 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 shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 days, using curing compound and water finishing to lines and grade as per drawing and morth specification clause 602 including vaccum dewatering process with all required equipments....

Public Works Department - Rajasthan

29372562 various work in sr programme at pwd sub division i thanagazi various work in sr /r to majod km. 1/0 to 2/0 (village portion ) vr 2 dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume andstock piling at designated locations and disposal of dismantled materials upto a lead of 1000 metres, stacking serviceable and unserviceable materials separately as per morth specification clause 202. 3 earth work in excavation, including stacking/disposal of surplus material with all lifts and lead up to 50 meters, exclusive of compensation of earth [morth specification : clause 301 to 305] in ordinary soil mechanically by power shovel, including mechanical loading and carriage up to 50m. 4 providing and laying granular sub base material having p.i.not more than 6, including spreading in layers not exceeding 150 mm compacted thicknessand consolidation by 8 10 tonne power rollerto required camber and grade including cost of water and hire charges of machinery, including t&p with all lead (compacted thickness to be measured).as per morth specification table 400 1, 400 2 : for grading iii with cbr value not less than 20. to attain 100% proctor density. 5 providing, laying, spreadingand compactingstone aggregate of specfic as per table 400 7 to water bound macadam specification including spreading in uniform thickness, hand packing roll ing with vibratory rollerin stages to proper grade and camber, applying and brooming requisite type of screening and binding materials to fill up the interstices of coarse aggregates watering (with water browser) and rolling making necessary earthen bund to protect edegs, lighting, guarding, barricading and maintenance of diversion etc. [morth specfication : clause 404] ( by manual means).grading iii,53 mm to 22.4 mm, @ 0.91 cum per 10 sqm for compacted thickness of 75 mm.(crusher broken) stone screening type b 6 cement of un reinforced, without dowel bar. plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 m30 (grade), coarse and fine aggregates 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 weigh batcher 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 shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 days,using curing compound and water finishing to lines and grade as per drawing and mord specification clause 1501 including vaccum dewatering process with all reuired equipments. 7 cement concrete for plain/reinforced concrete in open foundation, any level, complete as per drawing and technical specifications. [morth specification section 1700&1500] p.c.c.m15 grade 8 providing and laying steel reinforcement at any level in foundation complete as per drawing and technical specification.[morth specification : section: 1600(n)] hysd bar reinforcement 9 providing and laying reinforced cement concrete pipes n.p.4 for culverts including jointing ends and fixing collar with cement mortar 1:2 [morth specfication : clause : 1000/2900] 300 mm dia 10 providing and fixing of reinforced ferro cement drain covers designed for a & aa class loading duly marked on cover with adequate steel reinforcement having thickness 75mm to 150mm anti corrosive bitumen painted m.s. plate , rim and m.s. lifting hooks, admixtures like plasticizer, bond improving compound, shrinkage, resistance compound, abrasion resistant complete as per approved design etc. for class aa loading span 300 to 450 mm standard size 600x800mm 11 supply of direction and place identification sign boards made out of 2mm thick ms sheet framed to angle iron 40 x 40 x 5mm and 2 vertical posts of angle iron 65 x 65 x 6mm, 4.60m long with hold fasts including excavation and fixing with cc 1:4:8 (30 x 30 x 60cm) and transportation with painting with superior grade enamel paint of approved quality including lettering and figuring etc. complete as per irc standard size 160 x 180cm (project board) 12 2. a/r to ramji ka guwaravr 13 dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume andstock piling at designated locations and disposal of dismantled materials upto a lead of 1000 metres, stacking serviceable and unserviceable materials separately as per morth specification clause 202. 14 earth work in excavation, including stacking/disposal of surplus material with all lifts and lead up to 50 meters, exclusive of compensation of earth [morth specification : clause 301 to 305] in ordinary soil mechanically by power shovel, including mechanical loading and carriage up to 50m. 15 providing and laying granular sub base material having p.i.not more than 6, including spreading in layers not exceeding 150 mm compacted thicknessand consolidation by 8 10 tonne power rollerto required camber and grade including cost of water and hire charges of machinery, including t&p with all lead (compacted thickness to be measured).as per morth specification table 400 1, 400 2 : for grading iii with cbr value not less than 20. to attain 100% proctor density. 16 providing, laying, spreadingand compactingstone aggregate of specfic as per table 400 7 to water bound macadam specification including spreading in uniform thickness, hand packing roll ing with vibratory rollerin stages to proper grade and camber, applying and brooming requisite type of screening and binding materials to fill up the interstices of coarse aggregates watering (with water browser) and rolling making necessary earthen bund to protect edegs, lighting, guarding, barricading and maintenance of diversion etc. [morth specfication : clause 404] ( by manual means).grading iii,53 mm to 22.4 mm, @ 0.91 cum per 10 sqm for compacted thickness of 75 mm.(crusher broken) stone screening type b 17 cement of un reinforced, without dowel bar. plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 m30 (grade), coarse and fine aggregates 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 weigh batcher 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 shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 days,using curing compound and water finishing to lines and grade as per drawing and mord specification clause 1501 including vaccum dewatering process with all reuired equipments. 18 cement concrete for plain/reinforced concrete in open foundation, any level, complete as per drawing and technical specifications. [morth specification section 1700&1500] p.c.c.m15 grade 19 providing and laying steel reinforcement at any level in foundation complete as per drawing and technical specification.[morth specification : section: 1600(n)] hysd bar reinforcement 20 providing and laying reinforced cement concrete pipes n.p.4 for culverts including jointing ends and fixing collar with cement mortar 1:2 [morth specfication : clause : 1000/2900] 300 mm dia 21 providing and fixing of reinforced ferro cement drain covers designed for a & aa class loading duly marked on cover with adequate steel reinforcement having thickness 75mm to 150mm anti corrosive bitumen painted m.s. plate , rim and m.s. lifting hooks, admixtures like plasticizer, bond improving compound, shrinkage, resistance compound, abrasion resistant complete as per approved design etc. for class aa loading span 300 to 450 mm standard size 600x800mm 22 supply of direction and place identification sign boards made out of 2mm thick ms sheet framed to angle iron 40 x 40 x 5mm and 2 vertical posts of angle iron 65 x 65 x 6mm, 4.60m long with hold fasts including excavation and fixing with cc 1:4:8 (30 x 30 x 60cm) and transportation with painting with superior grade enamel paint of approved quality including lettering and figuring etc. complete as per irc standard size 160 x 180cm (project board) ...

Public Works Department - Rajasthan

29215962 budget announcement year 2021 22 unconnected phq pkg no. rj 02 01 uc / phq / 2021 22 construction of road from behram ka bas to sabalpura 2 clearing and grubbing road landincluding uprooting rank vegetation, grass, bushes, shrubs, saplingsand trees girth upto 300 mm, removal of stumps of trees cut earlierand disposal of unserviceable materials and stacking of serviceable material upto a lead of 1000m including removal and disposal of top organic soil not exceeding in 150 mm thickness as per morth specification clause 201 by mechanical means .in area of thorny jungle 3 construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8 10 tonne to meet requirement of table 300 2 including cost of compensation for earth taken from private land with all lead as per morth specification clause no. 305. 4 providing and laying granular sub base material having p.i.not more than 6, including spreading in layers not exceeding 150 mm compacted thicknessand consolidation by 8 10 tonne power rollerto required camber and grade including cost of water and hire charges of machinery, including t&p with all lead (compacted thickness to be measured).as per morth specification table 400 1, 400 2 : for grading iii with cbr value not less than 20. to attain 100% proctor density. 5 providing, laying, spreadingand compactingstone aggregate of specfic as per table 400 7 to water bound macadam specification including spreading in uniform thickness, hand packing roll ing with vibratory rollerin stages to proper grade and camber, applying and brooming requisite type of screening and binding materials to fill up the interstices of coarse aggregates watering (with water browser) and rolling making necessary earthen bund to protect edegs, lighting, guarding, barricading and maintenance of diversion etc. [morth specfication : clause 404] ( by manual means). grading ii , 63 mm to 45 mm@ 0.91 cum per 10 sqm for compacted thickness of 75 mm.(crusher broken) stone screening type b 6 providing, laying, spreadingand compactingstone aggregate of specfic as per table 400 7 to water bound macadam specification including spreading in uniform thickness, hand packing roll ing with vibratory rollerin stages to proper grade and camber, applying and brooming requisite type of screening and binding materials to fill up the interstices of coarse aggregates watering (with water browser) and rolling making necessary earthen bund to protect edegs, lighting, guarding, barricading and maintenance of diversion etc. [morth specfication : clause 404] ( by manual means).grading iii,53 mm to 22.4 mm, @ 0.91 cum per 10 sqm for compacted thickness of 75 mm.(crusher broken) stone screening type b 7 providing and applying primer coat over prepared surface or granular base with bitumen emulsion(ss 1)as per is: 8887 & manufacturer’s specifications @ 6 kg /10 sqm with a self propelled of towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per morth specification ci 502,112 ( including cleaning of road surface ) 8 add extra to item no. 6.1 for additional 0.1 kg per sqm emulsion 9 providing and applying tack coat on the prepared surface ,withbitumen emulsion (rs 1) as per is : 8887 & manufacturer’s specifications @ 2 kg /10sqm. with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per morth specification ci.503,112 ( including cleaning of road surface ) 10 add extra to item no. 6.2 for additional 0.1kg per sqm emulsion 11 providing and laying open graded premix carpet 20mm thick (compacted) on prepared surface in a single course as wearing course aggregates as per table 500 23, heating bituminous binder @ 14.6 kg/10 sqm.(vg 30 grade) and aggregates in hot mix plant, transporting the mixed material with tipper and laying with paver finisher to the required level and grade, rolling with power roller, 8 10 tonne but excluding cost of tack and seal coat with lead for mix of material with all lead.[morth specification : clause 511,112]inciuliding antistripping agent in approved hot mix plant as per clause 6.5 of manual, including loading of aggregates with f.e loader with vg 30 bitumen. 12 add extra for adding shreaded plastic waste as per guidelines envisaged in irc:sp:98 2013 over item of open graded premix carpet @ 8% of the quantity of bitumen by weight including mixing of aggregate and plastic waste in hot mix plant ( the bitumen content will be as per respective clause of morth specifications). 13 providing and laying seal coat for sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall, including rolling with a smooth wheeled roller 8 10 tonne capacity finished to required level and grades, complete as per morth specification clause 513 laying by mechnical means type b premixed in in approved hmpas per clause 6.5 of manual having capacity 50 tph comprising of aggregate (sand or grit) having size 2.36 mm to 180 micron @ 0.06 cum per 10 sqm and bitumen binder (vg 30 grade) @ 6.8 kg / 10 sqm and laying by hydrostatic paver finisher with sensor control, including mixing, transportation, laying, rolling etc. complete including carriage with all lead. 14 cement of un reinforced, without dowel bar. plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 m30 (grade), coarse and fine aggregates 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 weigh batcher 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 shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14 days,using curing compound and water finishing to lines and grade as per drawing and mord specification clause 1501 including vaccum dewatering process with all reuired equipments. 15 providing and laying mechnically mixed and vibrated cement concrete in foundation upto a depth of 1.5 metres below ground level and 1.50 metres above ground/bed level.[morth specification : clause 1000/1700] cement concrete 1:3:6 mix crushed stone aggregates 20mm nominal size. 16 providing and fixing of precast concrete interlocking blocks ofmanufactured from fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class a 1 as per bs : 6717 2001. the c.c. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joint is to be filled with fine sand. laying procedure on compacted sub base as defined. complete job is to be executed as per the instructions of engineer in charge. the rates to be inclusive of all lead, lift, lifts & taxes general specifications of blocks. 1. shape : as specified by engineer in charge.2. tensile splitting strength and breaking load as per bs : 6717 2001 3. colour : grey cement natural colour 4. variation in dimension : less than 1.6mm. 5. variation in thickness : less than 3.2mm 80mm thick 17 providing and laying of hot applied thermoplastic compound inclusive type i reflectrosing glass beads as per table 800 3, 800 4 applied in uniform thickness of at least 2.5 mm and spread uniformly with reflectorising glass beads type ii in addition @ 250 gms per sqm with a road marking machine as per irc: 35 complete with traffic diversion arrangement as per morth specification clause 803.4. 18 providing and laying reinforced cement concrete pipe np3 for culverts on first class bedding of granular material in single row incluidng fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry work in head wall and parapets clause 2905 300 mm dia 19 raised pavment marker ( cats eyes): supplyingand fixing of molded shank raised pavement markers made of polycarbonate and abs moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to astm d 4280 type h and complying to specifications of category a of morth circular no rw/nh/33023/10 97 – do iii dt 11.06. 1997. the height, width and length shall not exceed 50 mm, 100 mm and 100 mm and with minimum reflective area of 13 sqcm on each side and the slope to the base shall be 35 +/ 5 degree. the strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/ 2 mm and height not less than 30+/ 2 mm) from the body is to be a minimum value of 700 kgf. fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the engineer. the contractor shall submit 2 years pre qualified warranty certificate from the manufacturer for satisfactory field performance during the time of bid submission 20 supply of direction and place identification sign boards made out of 2mm thick ms sheet framed to angle iron 40 x 40 x 5mm and 2 vertical posts of angle iron 65 x 65 x 6mm, 4.60m long with hold fasts including excavation and fixing with cc 1:4:8 (30 x 30 x 60cm) and transportation with painting with superior grade enamel paint of approved quality including lettering and figuring etc. complete as per irc standard size 160 x 180cm (project board) 21 providing and fixing of retro reflectorised inclusive cautionary, mandatory and informatory sign as per irc 67 made of high intensity grade sheeting lettering, border & signs fixed over aluminium sheeting, 1.5 mm thick, fixed on mild steel angle iron frame 50mmx50mmx6mm supported on a mild steel angle iron post 75mmx75mmx6mm upto the top of sign board, length of post from bottom of sign boardis 2.85m. upto foundation level post duly paintedin black & white synthetic enamel.fixed to the ground by means of properly designed foundation with m 15 grade cement concrete 45 cm x 45 cm x 60cm, 60 cm below ground level as per approved drawing & as per morth specification cl. 801. 90 cm equilateral triangle 22 providing and fixing of retro reflectorised inclusive cautionary, mandatory and informatory sign as per irc 67 made of high intensity grade sheeting lettering, border & signs fixed over aluminium sheeting, 1.5 mm thick, fixed on mild steel angle iron frame 50mmx50mmx6mm supported on a mild steel angle iron post 75mmx75mmx6mm upto the top of sign board, length of post from bottom of sign boardis 2.85m. upto foundation level post duly paintedin black & white synthetic enamel.fixed to the ground by means of properly designed foundation with m 15 grade cement concrete 45 cm x 45 cm x 60cm, 60 cm below ground level as per approved drawing & as per morth specification cl. 801. 80 cm x 60 cm rectangular 23 providing and fixing of retro reflectorised inclusive cautionary, mandatory and informatory sign as per irc 67 made of high intensity grade sheeting lettering, border & signs fixed over aluminium sheeting, 1.5 mm thick, fixed on mild steel angle iron frame 50mmx50mmx6mm supported on a mild steel angle iron post 75mmx75mmx6mm upto the top of sign board, length of post from bottom of sign boardis 2.85m. upto foundation level post duly paintedin black & white synthetic enamel.fixed to the ground by means of properly designed foundation with m 15 grade cement concrete 45 cm x 45 cm x 60cm, 60 cm below ground level as per approved drawing & as per morth specification cl. 801. 60 cm circular 24 supply & fixing of precast reinforced cement concrete m 15 grade kilometre stone of standard design as per irc: 8 1980, fixing in position in cement concrete 1:4:8 including painting and printing etc. 25 ordinary kilometre stone 26 200m. stone 27 earth work in excavation for foundation of structure complete with all lift, dewatering shoring and shuttering etc.including refilling of trenches in 25.mm layers, ramming, watering and disposal of surplus soil within a lead of 1000 metres, as per drawing and technical specfication.[morth specification : clause : 304] in ordinary soil [morth specification : clause : 301] depth upto 3m 28 providing and laying random rubble masonry in foundation upto a depth of 1.50 metres and 1.50 metres above ground /bed level.[morth specfication: clause 1000/1400] cement sand mortar 1:4 29 providing cement plaster 12mm thick in cement mortar 1:3 at all levels [morth specfication: clause:1000/1300] 30 providing and fixing precast cement concrete coping 1:2:4 mix, 50mm thick complete as per specifications 31 providing a.c pipe weep holes 150mm dia in masonry/plain concrete/.reinforced concrete abutment, wing wall/return wall complete as per drawing and technical specfication.[morth specification clause 2205] 32 white washing of parapets, kerbs, railings tree boundary stones, guard stones, guide stones and tree guards trees etc. complete. new surface three coats. ...

Department Of Local Bodies - Rajasthan

28456009 tender for mcb parishad area me material ( construction and other ) supply work 1 stone grit 6 mm and down size or pea sized gravel stone aggregate ( single size ) : 06 mm nominal size 2 close graded granular sub base material 2.36 mm 3 coarse graded granular sub base material 2.36 mm & below 4 moorum 5 granular material or hard moorum for gsb works at site 6 providing, laying, spreading and compacting of granular sub base by providing close graded material ( table 400 1 ) , spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with vibratory roller to achieve the desired density, complete as per mort&h specification clause 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion. grading i material 7 providing laying, spreading and compacting stone aggregates of specific sizes as per table 400 7 to water bound macadam pecification including spreading in uniform thickness; hand packing, rolling with power roller 8 10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of screening ( table 400 8 ) binding materials to fill up the interstices of coarse naggregates, watering ( with water browser ) and compacting to required density, making necessary earthen bund to protect edges as per clause 404 of mort&h specification including all material, labour, machinery, lighting, guarding and maintenance of diversion complete. crusher broken grade iii ( 53 22.4mm ) 8 plain cement concrete 1:3:6 mix with crushed stone aggregate mechanically mixed, placed in foundation and compacted by vibration including curing as per clause 1000 &1700 of mort&h specification including all material, labour form work, machinery. using stone aggregate 40 mm nominal size 9 providing and laying reinforced cement concrete pipe np4 / prestrssed concrete pipe for culverts including jointing ends and fixing collar with cement mortar 1:2 complete as per clause 1000 & 2900 of mort&h specification including all material, labour form work, machinery. 300 mm internal diameter 10 450 mm internal diameter 11 600 mm internal diameter 12 900 mm internal diameter 13 1000 mm internal diameter...

Department Of Local Bodies - Rajasthan

28239263 different development works in begun road shamshan ghat . 1 cc road nearth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe / foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of engineer for following depths, below natural ground / road top level in all types soils / saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. depth upto 1.5 m 2 providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering all work upto plinth level : 1:4:8 ( 1 cement : 4 fine / coarse sand : 8 graded stone aggregate 40 mm nominal size ) . 3 centring and shuttering upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for : nc.columns, pillars, piers, abutments, posts and struts. 4 random rubble masonry with hard stone in foundation and plinth :cement mortar 1:6 ( 1 cement : 6 coarse sand ) 5 centring and shuttering upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for : na. foundations, footings, bases of columns, etc. for mass concrete. 6 providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering all work upto plinth level : 1:4:8 ( 1 cement : 4 fine / coarse sand : 8 graded stone aggregate 40 mm nominal size ) . 7 cement plastering including t&p, scaffolding, material and complete labpour, including cost of water, curing, racking of joints etc. with 20 mm cement plaster of mix :1:6 ( 1 cement : 6 fine / coarse sand ) 8 providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering all work upto plinth level :1:1½:3 ( 1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size ) . 9 structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete: 10 finishing walls with water proofing cement paint of required shade :new work ( two or more coats applied @ 3.84 kg / 10 sqm ) . 11 painting with synthetic enamel paint of approved brand and manufacture to give an even shade :two or more coats on new work 12 construction of embankment with approved material obtained from borrow pit with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8 10 tonne to meet requirement of table 300 2 including cost of compensation for earth taken from private land complete as per mort&h specification clause 305. ( lead taken upto 5 km ) 13 providing and laying reinforced cement concrete pipe np4 / prestrssed concrete pipe for culverts including jointing ends and fixing collar with cement mortar 1:2 complete as per clause 1000 & 2900 of mort&h specification including all material, labour form work, machinery.900 mm internal diameter...

North Western Railway - Rajasthan

13118381 tender for proposed 1 x 700 mm dia m.s.pipe for passing 1x 300 mm dia reinforced cement concrete pipe under the rly track...

Municipal Corporation - Rajasthan

11017290 construction of culvert near government school in ward no 5, 1 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 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. sarkari school ke paas. ( a ) ordinary soil upto 3 mtr. depth ( b ) ordinary rock ( not requiring blasting ) upto 3 m depth 2 bedding for pipe type a ( concrete cradle ) bedding laying concrete cradle bedding with m 15 grade cement concrete as per clause 1105 ( i ) 3 providing and laying reinforced cement concrete pipe np 3 for culverts on first class bedding of granular material in 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. 750mm dia 11 providing and laying in position cement concrete including curing compaction etc. complete in specified grade excluding the cost of centering and shuttering – all work upto plinth level. 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size ) . 12 construction of granular sub base by providing well graded material, spreading in uniform layears with motor grader on prepared surface, mixing by mix in place method with rotavataor at omc and compacting with smooth wheel roller to achive the desired density. complete as per technical specification cluause 401. for grading iii material. 13 making holes in all types og rock for achorage etc. upto 2.00 mtr. depth below founding level : 40 mm dia....

Public Works Department - Rajasthan

8850866 1 excavation for structures 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 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. ordinary soil upto 3 m depth 1.1 construction of rcc culvert at a lot suwasra road 1.2 construction of vented causeway on pagariya bhimani road ( bhimani village ) . 2 providing concrete for plain / reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203 p.c.c grade m 10 nominal mix 1:3:6 2.1 construction of rcc culvert at a lot suwasra road 2.2 construction of vented causeway on pagariya bhimani road ( bhimani village ) . 3 providing concrete for plain / reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203 r.c.c grade m 20 3.1 construction of rcc culvert at a lot suwasra road 4 supplying, fitting and placing hysd bar reinforcement in foundation complete as per drawings and technical specifications clauses 1000 and 1202 4.1 construction of rcc culvert at a lot suwasra road 5 plain / reinforced cement concrete in substructure complete as per drawings and technical specification clauses 802, 804, 805, 806, 807, 1202 ans 1204 r.c.c grade m 20 ( including form work ) 5.1 construction of rcc culvert at a lot suwasra road 6 plain / reinforced cement concrete in substructure complete as per drawings and technical specification clauses 802, 804, 805, 806, 807, 1202 ans 1204 r.c.c. grade m 25 ( including form work ) 6.1 construction of rcc culvert at a lot suwasra road 7 supplying, fitting and placing hysd bar reinforcement ( fe 415 ) in substructrue complete as per drawings and technical specification clauses 1002, 1005, 1010 & 1202 7.1 construction of rcc culvert at a lot suwasra road 8 providing weepholes in brick masonry / stone masonry, plain / reinforced concrete abutment, wing wall, return wall with 100 mm dia ac pipe extending through the full width of the structures with slope of 1 ( v ) :20 ( h ) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7 8.1 construction of rcc culvert at a lot suwasra road 9 providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5 r.c.c. grade m 30 9.1 construction of rcc culvert at a lot suwasra road 10 supplying, fitting, and placing hysd bar reinforcement in superstructure complete as per drawing and technical specifications clauses 1002, 1010 and 1202 10.1 construction of rcc culvert at a lot suwasra road 11 p.c.c. m 15 ordinary grade ( 1:2.5:5 ) levelling course below approach slab complete as per drawing and technical specifications clauses 800 and 1211 nominal mix ( 1:2.5:5 ) 11.1 construction of rcc culvert at a lot suwasra road 12 reinforced cement concrete m 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications clauses 800 and 1211 12.1 construction of rcc culvert at a lot suwasra road 13 providing and laying cement concrete wearing course m 30 grade including reinforcement complete as per drawing and technical specifications clauses 800 and 1206.3 13.1 construction of rcc culvert at a lot suwasra road 14 providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans, covered with sealant complete as per drawing and technical specifications 14.1 construction of rcc culvert at a lot suwasra road 15 providing and fillling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight. 15.1 construction of rcc culvert at a lot suwasra road 16 drainage spouts complete as per drawing and technical specifications clause 1209 16.1 construction of rcc culvert at a lot suwasra road 17 providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification clause 1204.3.8 17.1 construction of rcc culvert at a lot suwasra road 18 backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification clause 1204.3.8 granular material 18.1 construction of rcc culvert at a lot suwasra road 19 construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m as per technical specification clause 301.5 19.1 construction of rcc culvert at a lot suwasra road 20 providing crushed run stone aggregate greading conforming to table 400.20 depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a three wheel 80 100 kn static roller as per technical specification clause 411 to form a layer of sub base / base 20.1 construction of rcc culvert at a lot suwasra road 21 construction of granular sub base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at omc, and compacting with smooth wheel roller to achieve the desired density, complete as per technical specification clause 401. for grading iii material 21.1 construction of rcc culvert at a lot suwasra road 21.2 construction of vented causeway on pagariya bhimani road ( bhimani village ) . 22 providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at omc in mechanical mixer ( pug mill ) , carriage of mixed material by tipper to site, laying in uniform layers in sub base / base course on a well prepared sub base and compacting with smooth wheel roller of 80 to 100kn weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per tables 400.11 & 400.12 and technical specification clause 406. 22.1 construction of rcc culvert at a lot suwasra road 23 providing and applying primer coat with bitumen emulsion ( ss 1 ) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 1.0 kg / sqm using mechanical means as per technical specification clause 502 23.1 construction of rcc culvert at a lot suwasra road 24 providing and applying tack coat with paving bitumen vg 10 grade confirming to is :73 using bitumen distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with hydraulic broom as per technical specification clause 503. 24.1 construction of rcc culvert at a lot suwasra road 25 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 grades to be followed by seal coat of either type a or type b or type c as per technical specification clause 508. case ii by mechanical means bitumen ( vg 10 ) 25.1 construction of rcc culvert at a lot suwasra road 26 providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type a, type b and type c as per technical specification clause 510 by mechanical means case ii : type b bitumen ( vg 10 ) 26.1 construction of rcc culvert at a lot suwasra road 27 stone masonry work in cement mortar in foundation complete as per drawing and technical specifications clauses 702, 704, 1202 & 1203. random rubble masonry in cement mortar 1:4 27.1 construction of vented causeway on pagariya bhimani road ( bhimani village ) . 28 coursed stone paving set in cm 1:5 over a bed of 20 mm thick cement morter 1:5 with cement pointing ( 200 to 225 mm thick ) 28.1 construction of vented causeway on pagariya bhimani road ( bhimani village ) . 29 pointing with cement mortar ( 1:3 ) on brickwork as per drawing and technical specification clauses 613.3 and 1204 29.1 construction of vented causeway on pagariya bhimani road ( bhimani village ) . 30 providing and laying reinforced cement concrete pipe np3 as per design in single row providing and laying reinforced cement concrete pipe np3 for culverts on first class bedding of granular material in 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. 1000 mm dia 30.1 construction of vented causeway on pagariya bhimani road ( bhimani village ) . 31 plain / reinforced cement concrete in substructure complete as per drawings and technical specification clauses 802, 804, 805, 806, 807, 1202 ans 1204 p.c.c. grade m 20 nominal mix ( 1:2:4 ) 31.1 construction of vented causeway on pagariya bhimani road ( bhimani village ) . 32 supplying, fitting and placingtmt bar reinforcement in foundation complete as per drawings and technical specifications clauses 1000 and 1202 32.1 construction of vented causeway on pagariya bhimani road ( bhimani village ) . 33 pumping out water caused by spring, tidal or river seepage, broken or drains and the like with pumping set of following h. p. including p.o.l. / power consumption etc. complete 10 to 19 h.p. 33.1 construction of vented causeway on pagariya bhimani road ( bhimani village ) . 34 dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per technical specification clause 202. rubble stone masonry in cement mortar 34.1 construction of vented causeway on pagariya bhimani road ( bhimani village ) . 35 supply & fixing of flood gauge ( water gauge ) as per i.r.c : 67 standard 200 cm long fixed on angle iron posts 50x50 x6 mm., 2.6 m. long including fixing of flood gauge ( water gauge ) in cement concrete m 15 mix size 30x30x60 cm. complete including transportation excavation etc. complete 35.1 construction of vented causeway on pagariya bhimani road ( bhimani village ) ....

Public Works Department - Rajasthan

8496000 providing and laying reinforced cement concrete pipe np3 as per design in single row providing and laying reinforced cement concrete pipe np3 for culverts on first class bedding of granular material in 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. 1000 mm dia...