Tender For Rj-19-17/Ba/2025-26/Np/Cho - 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 xax/kkj]lqukjh]dpukjk]ljoj] dqefB;k] mUgSy] fdfV;k] fuly[ksMh]Nku] vjfu;k]VksdMk] etuiqj] jkouxqjkMh] dq.Myk] edksfM;k vkD;kxgyksr] pkSegyk] jkoriqjk] lkadfj;k] xqjkfM;k >kyk ls e/; iznsk lhek rd ¼,eMhvkj&222½ pSust 85@400 ls 87@700 3 ywuk[ksMk ls esydh 4 juk;jk ls nsojh;k dkoy 5 lEidZ lMd fuikfu;k dkyw 6 dqy 7 Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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 MoRTH Specification Clause 305.4.3 8 xax/kkj]lqukjh]dpukjk]ljoj] dqefB;k] mUgSy] fdfV;k] fuly[ksMh]Nku] vjfu;k]VksdMk] etuiqj] jkouxqjkMh] dq.Myk] edksfM;k vkD;kxgyksr] pkSegyk] jkoriqjk] lkadfj;k] xqjkfM;k >kyk ls e/; iznsk lhek rd ¼,eMhvkj&222½ pSust 85@400 ls 87@700 9 ywuk[ksMk ls esydh 10 juk;jk ls nsojh;k dkoy 11 lEidZ lMd fuikfu;k dkyw 12 dqy 13 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 14 xax/kkj]lqukjh]dpukjk]ljoj] dqefB;k] mUgSy] fdfV;k] fuly[ksMh]Nku] vjfu;k]VksdMk] etuiqj] jkouxqjkMh] dq.Myk] edksfM;k vkD;kxgyksr] pkSegyk] jkoriqjk] lkadfj;k] xqjkfM;k >kyk ls e/; iznsk lhek rd ¼,eMhvkj&222½ pSust 85@400 ls 87@700 15 ywuk[ksMk ls esydh 16 juk;jk ls nsojh;k dkoy 17 lEidZ lMd fuikfu;k dkyw 18 dqy 19 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 20 xax/kkj]lqukjh]dpukjk]ljoj] dqefB;k] mUgSy] fdfV;k] fuly[ksMh]Nku] vjfu;k]VksdMk] etuiqj] jkouxqjkMh] dq.Myk] edksfM;k vkD;kxgyksr] pkSegyk] jkoriqjk] lkadfj;k] xqjkfM;k >kyk ls e/; iznsk lhek rd ¼,eMhvkj&222½ pSust 85@400 ls 87@700 21 ywuk[ksMk ls esydh 22 juk;jk ls nsojh;k dkoy 23 lEidZ lMd fuikfu;k dkyw 24 dqy 25 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 26 xax/kkj]lqukjh]dpukjk]ljoj] dqefB;k] mUgSy] fdfV;k] fuly[ksMh]Nku] vjfu;k]VksdMk] etuiqj] jkouxqjkMh] dq.Myk] edksfM;k vkD;kxgyksr] pkSegyk] jkoriqjk] lkadfj;k] xqjkfM;k >kyk ls e/; iznsk lhek rd ¼,eMhvkj&222½ pSust 85@400 ls 87@700 27 ywuk[ksMk ls esydh 28 juk;jk ls nsojh;k dkoy 29 lEidZ lMd fuikfu;k dkyw 30 dqy 31 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. 32 xax/kkj]lqukjh]dpukjk]ljoj] dqefB;k] mUgSy] fdfV;k] fuly[ksMh]Nku] vjfu;k]VksdMk] etuiqj] jkouxqjkMh] dq.Myk] edksfM;k vkD;kxgyksr] pkSegyk] jkoriqjk] lkadfj;k] xqjkfM;k >kyk ls e/; iznsk lhek rd ¼,eMhvkj&222½ pSust 85@400 ls 87@700 33 ywuk[ksMk ls esydh 34 juk;jk ls nsojh;k dkoy 35 lEidZ lMd fuikfu;k dkyw 36 dqy 37 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) 38 xax/kkj]lqukjh]dpukjk]ljoj] dqefB;k] mUgSy] fdfV;k] fuly[ksMh]Nku] vjfu;k]VksdMk] etuiqj] jkouxqjkMh] dq.Myk] edksfM;k vkD;kxgyksr] pkSegyk] jkoriqjk] lkadfj;k] xqjkfM;k >kyk ls e/; iznsk lhek rd ¼,eMhvkj&222½ pSust 85@400 ls 87@700 39 dqy 40 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) 41 xax/kkj]lqukjh]dpukjk]ljoj] dqefB;k] mUgSy] fdfV;k] fuly[ksMh]Nku] vjfu;k]VksdMk] etuiqj] jkouxqjkMh] dq.Myk] edksfM;k vkD;kxgyksr] pkSegyk] jkoriqjk] lkadfj;k] xqjkfM;k >kyk ls e/; iznsk lhek rd ¼,eMhvkj&222½ pSust 85@400 ls 87@700 42 ywuk[ksMk ls esydh 43 juk;jk ls nsojh;k dkoy 44 lEidZ lMd fuikfu;k dkyw 45 dqy 46 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) 47 xax/kkj]lqukjh]dpukjk]ljoj] dqefB;k] mUgSy] fdfV;k] fuly[ksMh]Nku] vjfu;k]VksdMk] etuiqj] jkouxqjkMh] dq.Myk] edksfM;k vkD;kxgyksr] pkSegyk] jkoriqjk] lkadfj;k] xqjkfM;k >kyk ls e/; iznsk lhek rd ¼,eMhvkj&222½ pSust 85@400 ls 87@700 48 ywuk[ksMk ls esydh 49 juk;jk ls nsojh;k dkoy 50 lEidZ lMd fuikfu;k dkyw 51 dqy 52 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) 53 xax/kkj]lqukjh]dpukjk]ljoj] dqefB;k] mUgSy] fdfV;k] fuly[ksMh]Nku] vjfu;k]VksdMk] etuiqj] jkouxqjkMh] dq.Myk] edksfM;k vkD;kxgyksr] pkSegyk] jkoriqjk] lkadfj;k] xqjkfM;k >kyk ls e/; iznsk lhek rd ¼,eMhvkj&222½ pSust 85@400 ls 87@700 54 ywuk[ksMk ls esydh 55 juk;jk ls nsojh;k dkoy 56 lEidZ lMd fuikfu;k dkyw 57 dqy 58 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) 59 xax/kkj]lqukjh]dpukjk]ljoj] dqefB;k] mUgSy] fdfV;k] fuly[ksMh]Nku] vjfu;k]VksdMk] etuiqj] jkouxqjkMh] dq.Myk] edksfM;k vkD;kxgyksr] pkSegyk] jkoriqjk] lkadfj;k] xqjkfM;k >kyk ls e/; iznsk lhek rd ¼,eMhvkj&222½ pSust 85@400 ls 87@700 60 ywuk[ksMk ls esydh 61 juk;jk ls nsojh;k dkoy 62 lEidZ lMd fuikfu;k dkyw 63 dqy 64 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 801 600 mm circular 65 xax/kkj]lqukjh]dpukjk]ljoj] dqefB;k] mUgSy] fdfV;k] fuly[ksMh]Nku] vjfu;k]VksdMk] etuiqj] jkouxqjkMh] dq.Myk] edksfM;k vkD;kxgyksr] pkSegyk] jkoriqjk] lkadfj;k] xqjkfM;k >kyk ls e/; iznsk lhek rd ¼,eMhvkj&222½ pSust 85@400 ls 87@700 66 ywuk[ksMk ls esydh 67 juk;jk ls nsojh;k dkoy 68 lEidZ lMd fuikfu;k dkyw 69 dqy 70 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 801 600 mm equilateral triangle 71 xax/kkj]lqukjh]dpukjk]ljoj] dqefB;k] mUgSy] fdfV;k] fuly[ksMh]Nku] vjfu;k]VksdMk] etuiqj] jkouxqjkMh] dq.Myk] edksfM;k vkD;kxgyksr] pkSegyk] jkoriqjk] lkadfj;k] xqjkfM;k >kyk ls e/; iznsk lhek rd ¼,eMhvkj&222½ pSust 85@400 ls 87@700 72 ywuk[ksMk ls esydh 73 juk;jk ls nsojh;k dkoy 74 lEidZ lMd fuikfu;k dkyw 75 dqy 76 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. 77 xax/kkj]lqukjh]dpukjk]ljoj] dqefB;k] mUgSy] fdfV;k] fuly[ksMh]Nku] vjfu;k]VksdMk] etuiqj] jkouxqjkMh] dq.Myk] edksfM;k vkD;kxgyksr] pkSegyk] jkoriqjk] lkadfj;k] xqjkfM;k >kyk ls e/; iznsk lhek rd ¼,eMhvkj&222½ pSust 85@400 ls 87@700 78 ywuk[ksMk ls esydh 79 juk;jk ls nsojh;k dkoy 80 lEidZ lMd fuikfu;k dkyw 81 dqy 82 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 83 xax/kkj]lqukjh]dpukjk]ljoj] dqefB;k] mUgSy] fdfV;k] fuly[ksMh]Nku] vjfu;k]VksdMk] etuiqj] jkouxqjkMh] dq.Myk] edksfM;k vkD;kxgyksr] pkSegyk] jkoriqjk] lkadfj;k] xqjkfM;k >kyk ls e/; iznsk lhek rd ¼,eMhvkj&222½ pSust 85@400 ls 87@700 84 ywuk[ksMk ls esydh 85 juk;jk ls nsojh;k dkoy 86 lEidZ lMd fuikfu;k dkyw 87 dqy 88 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. 89 xax/kkj]lqukjh]dpukjk]ljoj] dqefB;k] mUgSy] fdfV;k] fuly[ksMh]Nku] vjfu;k]VksdMk] etuiqj] jkouxqjkMh] dq.Myk] edksfM;k vkD;kxgyksr] pkSegyk] jkoriqjk] lkadfj;k] xqjkfM;k >kyk ls e/; iznsk lhek rd ¼,eMhvkj&222½ pSust 85@400 ls 87@700 90 ywuk[ksMk ls esydh 91 juk;jk ls nsojh;k dkoy 92 lEidZ lMd fuikfu;k dkyw 93 dqy 94 Providing and fixing PVC Bump Speed Breakers size 350 mm x 250 mm x 50 mm fitted with key hooks complete with labour material and traffic diversion arrangements. 95 xax/kkj]lqukjh]dpukjk]ljoj] dqefB;k] mUgSy] fdfV;k] fuly[ksMh]Nku] vjfu;k]VksdMk] etuiqj] jkouxqjkMh] dq.Myk] edksfM;k vkD;kxgyksr] pkSegyk] jkoriqjk] lkadfj;k] xqjkfM;k >kyk ls e/; iznsk lhek rd ¼,eMhvkj&222½ pSust 85@400 ls 87@700 96 ywuk[ksMk ls esydh 97 juk;jk ls nsojh;k dkoy 98 lEidZ lMd fuikfu;k dkyw 99 dqy 100 Raised Payment Marker (Cats Eye): Supplying and Fixing of Molded Shank Raised Pavement Markers made of ABS Moulded body and Polycarbonate 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 35000 Kilogram tested in accordance to ASIM D 4280 & ASTM D 788. The Height of Road Stud is 20mm, Width 100mm, Length 100mm and minimum reflective area of 13 sqcm on each side.The Strength of detachment of the integrated cylender shank not less than 14+/-2mm (Thickness) and height not less than 30+ 2mm from the body. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive 101 xax/kkj]lqukjh]dpukjk]ljoj] dqefB;k] mUgSy] fdfV;k] fuly[ksMh]Nku] vjfu;k]VksdMk] etuiqj] jkouxqjkMh] dq.Myk] edksfM;k vkD;kxgyksr] pkSegyk] jkoriqjk] lkadfj;k] xqjkfM;k >kyk ls e/; iznsk lhek rd ¼,eMhvkj&222½ pSust 85@400 ls 87@700 102 ywuk[ksMk ls esydh 103 juk;jk ls nsojh;k dkoy 104 lEidZ lMd fuikfu;k dkyw 105 dqy 106 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 107 ywuk[ksMk ls esydh 108 juk;jk ls nsojh;k dkoy 109 dqy 110 Add extra for Providing M-40 grade concrete Interlocking Blocks in place of M-30 grade. 80mm thick Blocks 111 ywuk[ksMk ls esydh 112 juk;jk ls nsojh;k dkoy 113 dqy 114 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-IV Material 115 ywuk[ksMk ls esydh 116 juk;jk ls nsojh;k dkoy 117 dqy 118 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. 119 ywuk[ksMk ls esydh 120 juk;jk ls nsojh;k dkoy 121 dqy 122 Direction and Place Identification signs upto 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 areanot exceeding 0.9 sqm supported on 2 inch dia GI Pipe 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 MoRTH Specification Clause 801,upto 0.9 sqm size board. 123 xax/kkj]lqukjh]dpukjk]ljoj] dqefB;k] mUgSy] fdfV;k] fuly[ksMh]Nku] vjfu;k]VksdMk] etuiqj] jkouxqjkMh] dq.Myk] edksfM;k vkD;kxgyksr] pkSegyk] jkoriqjk] lkadfj;k] xqjkfM;k >kyk ls e/; iznsk lhek rd ¼,eMhvkj&222½ pSust 85@400 ls 87@700 124 ywuk[ksMk ls esydh 125 juk;jk ls nsojh;k dkoy 126 lEidZ lMd fuikfu;k dkyw 127 dqy 128 Stone masonry work in cement mortar in foundation complete as per drawing and MoRTH specifications Clauses 1402, 1405, 2102 & 2104. Random Rubble Masonry In 1:3 cement mortar 129 ywuk[ksMk ls esydh 130 lEidZ lMd fuikfu;k dkyw 131 dqy 132 Pointing with cement mortar (1:3) on Stone work as per drawing and MoRTH specification Clauses 1406 and 2200 133 ywuk[ksMk ls esydh 134 lEidZ lMd fuikfu;k dkyw 135 dqy
