tender for Rj-23/Np/2025-26/09 - 1 Clearing and Grubbing Road Land 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 MoRTH Specification Clause 201. By Mechanical Means In area of non-thorny jungle 2 lEidZ lMd mjuk 3 mjuk ls [ksn;k[ksMh 4 xykuk ls FkweMk 5 dqy 6 Clearing and Grubbing Road Land 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 MoRTH Specification Clause 201. By Mechanical Means In area of thorny jungle 7 LVsV gkbZos 70 ls dkleiqjk fdeh 0@0 ls 0@600 8 Hkk.MkgsMk ls ukpuckoMh fdeh 0@0 ls 3@500 9 dqy 10 Dismantling of Flexible Pavements Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per MoRTH Specification Clause 202 By Mechanical Means Bituminous Courses & Granular Courses 11 lEidZ lMd mjuk 12 mjuk ls [ksn;k[ksMh 13 xykuk ls FkweMk 14 dqy 15 Construction of Subgrade and Earthen Shoulders 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 50 m as per MoRTH Specification Clause 305.3 16 lEidZ lMd mjuk 17 mjuk ls [ksn;k[ksMh 18 xykuk ls FkweMk 19 LVsV gkbZos 70 ls dkleiqjk fdeh 0@0 ls 0@600 20 Hkk.MkgsMk ls ukpuckoMh fdeh 0@0 ls 3@500 21 dqy 22 Carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete. Earth, Sand, Lime, Morrum manure or sludge 23 LVsV gkbZos 70 ls dkleiqjk fdeh 0@0 ls 0@600 24 Hkk.MkgsMk ls ukpuckoMh fdeh 0@0 ls 3@500 25 dqy 26 Granular Sub-Base with Close Graded Material (Table:- 400-1) Plant Mix Method Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means. For Grading-II Material 27 lEidZ lMd mjuk 28 mjuk ls [ksn;k[ksMh 29 xykuk ls FkweMk 30 LVsV gkbZos 70 ls dkleiqjk fdeh 0@0 ls 0@600 31 Hkk.MkgsMk ls ukpuckoMh fdeh 0@0 ls 3@500 32 dqy 33 Wet Mix Macadam 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 400-12 & 400-13 and MoRTH Specification Clause 406. By Mechanical Means with all lead 34 lEidZ lMd mjuk 35 mjuk ls [ksn;k[ksMh 36 xykuk ls FkweMk 37 Hkk.MkgsMk ls ukpuckoMh fdeh 0@0 ls 3@500 38 dqy 39 Prime Coat Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base(WBM/WMM) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502 40 lEidZ lMd mjuk 41 mjuk ls [ksn;k[ksMh 42 xykuk ls FkweMk 43 Hkk.MkgsMk ls ukpuckoMh fdeh 0@0 ls 3@500 44 dqy 45 Tack Coat 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 MoRTH Specification Clause 503. 46 lEidZ lMd mjuk 47 mjuk ls [ksn;k[ksMh 48 xykuk ls FkweMk 49 Hkk.MkgsMk ls ukpuckoMh fdeh 0@0 ls 3@500 50 dqy 51 Bituminous MacadamProviding and laying bituminous macadam with hot mix plant using crushed aggregates ofgrading as per Table 500-7 premixed with bituminous binder, transported to site with all leads laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolledto achieve the desired compaction as per MoRTH Specification Clause 504.Bitumen (VG-30) 52 lEidZ lMd mjuk 53 mjuk ls [ksn;k[ksMh 54 xykuk ls FkweMk 55 Hkk.MkgsMk ls ukpuckoMh fdeh 0@0 ls 3@500 56 dqy 57 20mm thick Open-Graded Premix Carpet using Bituminous (Viscosity grade/modified bitumen) Binder 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 Viscosity 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 MoRTH Specification Clause 510. Case - IIBy Mechanical Means Bitumen (VG-30) 58 lEidZ lMd mjuk 59 mjuk ls [ksn;k[ksMh 60 xykuk ls FkweMk 61 Hkk.MkgsMk ls ukpuckoMh fdeh 0@0 ls 3@500 62 dqy 63 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, Type B and Type C as per MoRTH Specification Clause 511 By Mechanical Means Case - II:Type B Bitumen (VG-30) 64 lEidZ lMd mjuk 65 mjuk ls [ksn;k[ksMh 66 xykuk ls FkweMk 67 Hkk.MkgsMk ls ukpuckoMh fdeh 0@0 ls 3@500 68 dqy 69 KilometreStone 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 MoRTH Specification Clause 801 Ordinary Kilometer Stone (Precast) 70 lEidZ lMd mjuk 71 mjuk ls [ksn;k[ksMh 72 xykuk ls FkweMk 73 LVsV gkbZos 70 ls dkleiqjk fdeh 0@0 ls 0@600 74 Hkk.MkgsMk ls ukpuckoMh fdeh 0@0 ls 3@500 75 dqy 76 KilometreStone 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 MoRTH Specification Clause 801 200 m stone (precast) 77 lEidZ lMd mjuk 78 mjuk ls [ksn;k[ksMh 79 xykuk ls FkweMk 80 LVsV gkbZos 70 ls dkleiqjk fdeh 0@0 ls 0@600 81 Hkk.MkgsMk ls ukpuckoMh fdeh 0@0 ls 3@500 82 dqy 83 Providing and Erecting typical Citizens information Board as per approved drawing & specification 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 Specification. 84 lEidZ lMd mjuk 85 mjuk ls [ksn;k[ksMh 86 xykuk ls FkweMk 87 LVsV gkbZos 70 ls dkleiqjk fdeh 0@0 ls 0@600 88 Hkk.MkgsMk ls ukpuckoMh fdeh 0@0 ls 3@500 89 dqy 90 Traffic Signs 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 801.3.1 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and MoRTH Specification Clause 801 800 mm x 600 mm rectangular 91 lEidZ lMd mjuk 92 mjuk ls [ksn;k[ksMh 93 xykuk ls FkweMk 94 LVsV gkbZos 70 ls dkleiqjk fdeh 0@0 ls 0@600 95 Hkk.MkgsMk ls ukpuckoMh fdeh 0@0 ls 3@500 96 dqy 97 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single RowProviding 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 2905.300 mm dia 98 LVsV gkbZos 70 ls dkleiqjk fdeh 0@0 ls 0@600 99 Hkk.MkgsMk ls ukpuckoMh fdeh 0@0 ls 3@500 100 dqy 101 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. 102 Hkk.MkgsMk ls ukpuckoMh fdeh 0@0 ls 3@500 103 dqy 104 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 20Nominal mix (1:2:4) 105 LVsV gkbZos 70 ls dkleiqjk fdeh 0@0 ls 0@600 106 Hkk.MkgsMk ls ukpuckoMh fdeh 0@0 ls 3@500 107 dqy 108 Interlocking Concrete Block Pavement with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks (measurements 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 as per IS 15658:2006.and all materials shall conform to MoRTH Specification Clause 602 with 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 109 lEidZ lMd mjuk 110 mjuk ls [ksn;k[ksMh 111 xykuk ls FkweMk 112 dqy 113 Granular Sub-Base with Close Graded Material (Table:- 400-1) Plant Mix Method Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means. For Grading-III Material 114 LVsV gkbZos 70 ls dkleiqjk fdeh 0@0 ls 0@600 115 Hkk.MkgsMk ls ukpuckoMh fdeh 0@0 ls 3@500 116 dqy 117 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 15 Nominal mix (1:2.5:5) 118 lEidZ lMd mjuk 119 mjuk ls [ksn;k[ksMh 120 dqy 121 Excavation for Structures 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 suitablematerial. Ordinary soil Upto 3 m depth 122 lEidZ lMd mjuk 123 mjuk ls [ksn;k[ksMh 124 LVsV gkbZos 70 ls dkleiqjk fdeh 0@0 ls 0@600 125 Hkk.MkgsMk ls ukpuckoMh fdeh 0@0 ls 3@500 126 dqy 127 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 1:3:6 128 LVsV gkbZos 70 ls dkleiqjk fdeh 0@0 ls 0@600 129 Hkk.MkgsMk ls ukpuckoMh fdeh 0@0 ls 3@500 130 dqy 131 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 R.C.C grade M 20 132 lEidZ lMd mjuk 133 mjuk ls [ksn;k[ksMh 134 LVsV gkbZos 70 ls dkleiqjk fdeh 0@0 ls 0@600 135 Hkk.MkgsMk ls ukpuckoMh fdeh 0@0 ls 3@500 136 dqy 137 Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and MoRTH specifications Clauses 1009,1600 and 2102 138 lEidZ lMd mjuk 139 mjuk ls [ksn;k[ksMh 140 LVsV gkbZos 70 ls dkleiqjk fdeh 0@0 ls 0@600 141 Hkk.MkgsMk ls ukpuckoMh fdeh 0@0 ls 3@500 142 dqy 143 Dry Lean Cement Concrete Construction of dry lean cement concrete 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 a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. 144 lEidZ lMd mjuk 145 mjuk ls [ksn;k[ksMh 146 xykuk ls FkweMk 147 LVsV gkbZos 70 ls dkleiqjk fdeh 0@0 ls 0@600 148 Hkk.MkgsMk ls ukpuckoMh fdeh 0@0 ls 3@500 149 dqy 150 Interlocking Concrete Block Pavement with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks (measurements shall be made inner to inner side of edge blocks) Providing and Laying of Interlocking M-30 grade Concrete Block Pavements having thickness 100 mm as per drawings and as per IS 15658:2006.and all materials shall conform to MoRTH Specification Clause 602. with 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 151 LVsV gkbZos 70 ls dkleiqjk fdeh 0@0 ls 0@600 152 Hkk.MkgsMk ls ukpuckoMh fdeh 0@0 ls 3@500 153 dqy 154 Add extra for Providing M-40 grade concrete Interlocking Blocks in place of M-30 grade.100mm thick Blocks 155 LVsV gkbZos 70 ls dkleiqjk fdeh 0@0 ls 0@600 156 Hkk.MkgsMk ls ukpuckoMh fdeh 0@0 ls 3@500 157 dqy 158 Direction and Place Identification signs with size more than 0.9 sqm size board Retro-reflectorised Traffic Signs Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1, fixed over aluminium sheeting, 2 mm thickwith areaexceeding 0.9 sqm supported on dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and MoRTH Specification Clause 801 159 LVsV gkbZos 70 ls dkleiqjk fdeh 0@0 ls 0@600 160 Hkk.MkgsMk ls ukpuckoMh fdeh 0@0 ls 3@500 161 dqy 162 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single RowProviding 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 2905. 1000 mm dia 163 Hkk.MkgsMk ls ukpuckoMh fdeh 0@0 ls 3@500 164 dqy
