Tender For Rj-23/Np/2025-26/10 - 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 esy[ksMh ls ykykgsMh 3 lEidZ lMd duokl ls txnhkiqjk 4 lEidZ lMd Fkheyh 5 njk duokl /kqysV jksM ls fdeh 2@500 ls fdkksjlkxj 6 duokl ckbZikl ls lhefy;k 7 dqy 8 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 9 ,l ,p 51 fdeh 81 ls nkSjkuh 10 dqy 11 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 12 esy[ksMh ls ykykgsMh 13 lEidZ lMd duokl ls txnhkiqjk 14 lEidZ lMd Fkheyh 15 njk duokl /kqysV jksM ls fdeh 2@500 ls fdkksjlkxj 16 duokl ckbZikl ls lhefy;k 17 dqy 18 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 19 esy[ksMh ls ykykgsMh 20 lEidZ lMd duokl ls txnhkiqjk 21 lEidZ lMd Fkheyh 22 njk duokl /kqysV jksM ls fdeh 2@500 ls fdkksjlkxj 23 duokl ckbZikl ls lhefy;k 24 dqy 25 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 50 m as per MoRTH Specification Clause 305.3 26 esy[ksMh ls ykykgsMh 27 ,l ,p 51 fdeh 81 ls nkSjkuh 28 lEidZ lMd Fkheyh 29 dqy 30 Carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete. Earth, Sand, Lime, Morrum manure or sludge 31 esy[ksMh ls ykykgsMh 32 lEidZ lMd Fkheyh 33 dqy 34 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 35 lEidZ lMd duokl ls txnhkiqjk 36 ,l ,p 51 fdeh 81 ls nkSjkuh 37 njk duokl /kqysV jksM ls fdeh 2@500 ls fdkksjlkxj 38 duokl ckbZikl ls lhefy;k 39 dqy 40 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 41 esy[ksMh ls ykykgsMh 42 lEidZ lMd duokl ls txnhkiqjk 43 ,l ,p 51 fdeh 81 ls nkSjkuh 44 lEidZ lMd Fkheyh 45 njk duokl /kqysV jksM ls fdeh 2@500 ls fdkksjlkxj 46 duokl ckbZikl ls lhefy;k 47 dqy 48 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 49 esy[ksMh ls ykykgsMh 50 lEidZ lMd duokl ls txnhkiqjk 51 lEidZ lMd Fkheyh 52 njk duokl /kqysV jksM ls fdeh 2@500 ls fdkksjlkxj 53 duokl ckbZikl ls lhefy;k 54 dqy 55 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. 56 esy[ksMh ls ykykgsMh 57 lEidZ lMd duokl ls txnhkiqjk 58 ,l ,p 51 fdeh 81 ls nkSjkuh 59 lEidZ lMd Fkheyh 60 njk duokl /kqysV jksM ls fdeh 2@500 ls fdkksjlkxj 61 duokl ckbZikl ls lhefy;k 62 dqy 63 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) 64 esy[ksMh ls ykykgsMh 65 ,l ,p 51 fdeh 81 ls nkSjkuh 66 lEidZ lMd Fkheyh 67 njk duokl /kqysV jksM ls fdeh 2@500 ls fdkksjlkxj 68 duokl ckbZikl ls lhefy;k 69 dqy 70 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) 71 esy[ksMh ls ykykgsMh 72 lEidZ lMd duokl ls txnhkiqjk 73 ,l ,p 51 fdeh 81 ls nkSjkuh 74 lEidZ lMd Fkheyh 75 njk duokl /kqysV jksM ls fdeh 2@500 ls fdkksjlkxj 76 duokl ckbZikl ls lhefy;k 77 dqy 78 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) 79 esy[ksMh ls ykykgsMh 80 lEidZ lMd duokl ls txnhkiqjk 81 ,l ,p 51 fdeh 81 ls nkSjkuh 82 lEidZ lMd Fkheyh 83 njk duokl /kqysV jksM ls fdeh 2@500 ls fdkksjlkxj 84 duokl ckbZikl ls lhefy;k 85 dqy 86 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) 87 esy[ksMh ls ykykgsMh 88 lEidZ lMd duokl ls txnhkiqjk 89 ,l ,p 51 fdeh 81 ls nkSjkuh 90 lEidZ lMd Fkheyh 91 njk duokl /kqysV jksM ls fdeh 2@500 ls fdkksjlkxj 92 duokl ckbZikl ls lhefy;k 93 dqy 94 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) 95 esy[ksMh ls ykykgsMh 96 lEidZ lMd duokl ls txnhkiqjk 97 ,l ,p 51 fdeh 81 ls nkSjkuh 98 lEidZ lMd Fkheyh 99 njk duokl /kqysV jksM ls fdeh 2@500 ls fdkksjlkxj 100 duokl ckbZikl ls lhefy;k 101 dqy 102 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. 103 esy[ksMh ls ykykgsMh 104 lEidZ lMd duokl ls txnhkiqjk 105 ,l ,p 51 fdeh 81 ls nkSjkuh 106 lEidZ lMd Fkheyh 107 njk duokl /kqysV jksM ls fdeh 2@500 ls fdkksjlkxj 108 duokl ckbZikl ls lhefy;k 109 dqy 110 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 111 lEidZ lMd duokl ls txnhkiqjk 112 njk duokl /kqysV jksM ls fdeh 2@500 ls fdkksjlkxj 113 duokl ckbZikl ls lhefy;k 114 dqy 115 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 116 ,l ,p 51 fdeh 81 ls nkSjkuh 117 dqy 118 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. 119 ,l ,p 51 fdeh 81 ls nkSjkuh 120 dqy 121 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 122 lEidZ lMd duokl ls txnhkiqjk 123 ,l ,p 51 fdeh 81 ls nkSjkuh 124 njk duokl /kqysV jksM ls fdeh 2@500 ls fdkksjlkxj 125 dqy 126 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) 127 esy[ksMh ls ykykgsMh 128 lEidZ lMd Fkheyh 129 duokl ckbZikl ls lhefy;k 130 dqy 131 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 132 esy[ksMh ls ykykgsMh 133 lEidZ lMd duokl ls txnhkiqjk 134 ,l ,p 51 fdeh 81 ls nkSjkuh 135 lEidZ lMd Fkheyh 136 duokl ckbZikl ls lhefy;k 137 dqy 138 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 1:3:6 139 lEidZ lMd duokl ls txnhkiqjk 140 ,l ,p 51 fdeh 81 ls nkSjkuh 141 dqy 142 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 20 143 esy[ksMh ls ykykgsMh 144 lEidZ lMd duokl ls txnhkiqjk 145 ,l ,p 51 fdeh 81 ls nkSjkuh 146 lEidZ lMd Fkheyh 147 duokl ckbZikl ls lhefy;k 148 dqy 149 Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and MoRTH specifications Clauses 1009,1600 and 2102 150 esy[ksMh ls ykykgsMh 151 lEidZ lMd duokl ls txnhkiqjk 152 ,l ,p 51 fdeh 81 ls nkSjkuh 153 lEidZ lMd Fkheyh 154 duokl ckbZikl ls lhefy;k 155 dqy 156 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. 600 mm dia 157 esy[ksMh ls ykykgsMh 158 lEidZ lMd duokl ls txnhkiqjk 159 ,l ,p 51 fdeh 81 ls nkSjkuh 160 lEidZ lMd Fkheyh 161 dqy 162 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. 163 lEidZ lMd duokl ls txnhkiqjk 164 ,l ,p 51 fdeh 81 ls nkSjkuh 165 njk duokl /kqysV jksM ls fdeh 2@500 ls fdkksjlkxj 166 dqy 167 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 168 ,l ,p 51 fdeh 81 ls nkSjkuh 169 dqy 170 Plastering with cement mortar (1:4), 20 mm thick on Stone work. 171 ,l ,p 51 fdeh 81 ls nkSjkuh 172 dqy 173 Boundary Pillar Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and MoRTH Specification Clause 807 174 ,l ,p 51 fdeh 81 ls nkSjkuh 175 dqy -
