Tender For Rj-09/Ba.215.9/25-26/Bnd/15-01, upgradation of road, 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 thorny jungle 2 lMd fuekZ.k dk;Z NkV dk [ksMk ls ykEck[kksg 3 lMd fuekZ.k dk;Z lqoklk ls ykMiqj rd 4 lMd fuekZ.k dk;Z ykEck[ksMk ls iVifM;k 5 lMd fuekZ.k dk;Z fBdfj;k pkj.kku ls ugj ij gksrs gq, vaFkMk rd 6 lMd fuekZ.k dk;Z lkaoyk pkSjkgs ls lkaoyiqjk xkoa rd 7 lMd fuekZ.k dk;Z xzke nsfgr ls pkUnugsyh QkVd rd 8 lMd fuekZ.k dk;Z xjMnk ls iydk 9 dqy 10 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 11 lMd fuekZ.k dk;Z NkV dk [ksMk ls ykEck[kksg 12 lMd fuekZ.k dk;Z lqoklk ls ykMiqj rd 13 lMd fuekZ.k dk;Z ykEck[ksMk ls iVifM;k 14 lMd fuekZ.k dk;Z fBdfj;k pkj.kku ls ugj ij gksrs gq, vaFkMk rd 15 dqy 16 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 17 lMd fuekZ.k dk;Z lkaoyk pkSjkgs ls lkaoyiqjk xkoa rd 18 lMd fuekZ.k dk;Z xzke nsfgr ls pkUnugsyh QkVd rd 19 dqy 20 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 21 lMd fuekZ.k dk;Z NkV dk [ksMk ls ykEck[kksg 22 lMd fuekZ.k dk;Z lqoklk ls ykMiqj rd 23 lMd fuekZ.k dk;Z ykEck[ksMk ls iVifM;k 24 lMd fuekZ.k dk;Z fBdfj;k pkj.kku ls ugj ij gksrs gq, vaFkMk rd 25 lMd fuekZ.k dk;Z xjMnk ls iydk 26 dqy 27 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 28 lMd fuekZ.k dk;Z NkV dk [ksMk ls ykEck[kksg 29 lMd fuekZ.k dk;Z lqoklk ls ykMiqj rd 30 lMd fuekZ.k dk;Z fBdfj;k pkj.kku ls ugj ij gksrs gq, vaFkMk rd 31 lMd fuekZ.k dk;Z xzke nsfgr ls pkUnugsyh QkVd rd 32 lMd fuekZ.k dk;Z xjMnk ls iydk 33 dqy 34 Carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete. Earth, Sand, Lime, Morrum manure or sludge 35 lMd fuekZ.k dk;Z NkV dk [ksMk ls ykEck[kksg 36 lMd fuekZ.k dk;Z lqoklk ls ykMiqj rd 37 lMd fuekZ.k dk;Z ykEck[ksMk ls iVifM;k 38 lMd fuekZ.k dk;Z fBdfj;k pkj.kku ls ugj ij gksrs gq, vaFkMk rd 39 lMd fuekZ.k dk;Z lkaoyk pkSjkgs ls lkaoyiqjk xkoa rd 40 lMd fuekZ.k dk;Z xzke nsfgr ls pkUnugsyh QkVd rd 41 lMd fuekZ.k dk;Z xjMnk ls iydk 42 dqy 43 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 44 lMd fuekZ.k dk;Z NkV dk [ksMk ls ykEck[kksg 45 lMd fuekZ.k dk;Z lqoklk ls ykMiqj rd 46 lMd fuekZ.k dk;Z fBdfj;k pkj.kku ls ugj ij gksrs gq, vaFkMk rd 47 lMd fuekZ.k dk;Z xzke nsfgr ls pkUnugsyh QkVd rd 48 lMd fuekZ.k dk;Z xjMnk ls iydk 49 dqy 50 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. 51 lMd fuekZ.k dk;Z NkV dk [ksMk ls ykEck[kksg 52 lMd fuekZ.k dk;Z lqoklk ls ykMiqj rd 53 lMd fuekZ.k dk;Z fBdfj;k pkj.kku ls ugj ij gksrs gq, vaFkMk rd 54 lMd fuekZ.k dk;Z xzke nsfgr ls pkUnugsyh QkVd rd 55 lMd fuekZ.k dk;Z xjMnk ls iydk 56 dqy 57 Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsion distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per MoRTH Specification Clause 503. 58 lMd fuekZ.k dk;Z lqoklk ls ykMiqj rd 59 dqy 60 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) 61 lMd fuekZ.k dk;Z NkV dk [ksMk ls ykEck[kksg 62 lMd fuekZ.k dk;Z lqoklk ls ykMiqj rd 63 lMd fuekZ.k dk;Z fBdfj;k pkj.kku ls ugj ij gksrs gq, vaFkMk rd 64 lMd fuekZ.k dk;Z xzke nsfgr ls pkUnugsyh QkVd rd 65 lMd fuekZ.k dk;Z xjMnk ls iydk 66 dqy 67 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) 68 lMd fuekZ.k dk;Z NkV dk [ksMk ls ykEck[kksg 69 lMd fuekZ.k dk;Z lqoklk ls ykMiqj rd 70 lMd fuekZ.k dk;Z fBdfj;k pkj.kku ls ugj ij gksrs gq, vaFkMk rd 71 lMd fuekZ.k dk;Z xzke nsfgr ls pkUnugsyh QkVd rd 72 lMd fuekZ.k dk;Z xjMnk ls iydk 73 dqy 74 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) 75 lMd fuekZ.k dk;Z NkV dk [ksMk ls ykEck[kksg 76 lMd fuekZ.k dk;Z lqoklk ls ykMiqj rd 77 lMd fuekZ.k dk;Z fBdfj;k pkj.kku ls ugj ij gksrs gq, vaFkMk rd 78 lMd fuekZ.k dk;Z xzke nsfgr ls pkUnugsyh QkVd rd 79 lMd fuekZ.k dk;Z xjMnk ls iydk 80 dqy 81 Granular Sub-base with Well Graded Material (Table 400-1) By Mix in Place Method Construction of granular sub-base by providing well graded material, 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 MoRTH Specification Clause 401. For Grading IIIMaterial 82 lMd fuekZ.k dk;Z NkV dk [ksMk ls ykEck[kksg 83 lMd fuekZ.k dk;Z lqoklk ls ykMiqj rd 84 lMd fuekZ.k dk;Z ykEck[ksMk ls iVifM;k 85 lMd fuekZ.k dk;Z fBdfj;k pkj.kku ls ugj ij gksrs gq, vaFkMk rd 86 lMd fuekZ.k dk;Z lkaoyk pkSjkgs ls lkaoyiqjk xkoa rd 87 lMd fuekZ.k dk;Z xzke nsfgr ls pkUnugsyh QkVd rd 88 dqy 89 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) 90 lMd fuekZ.k dk;Z NkV dk [ksMk ls ykEck[kksg 91 lMd fuekZ.k dk;Z lqoklk ls ykMiqj rd 92 lMd fuekZ.k dk;Z ykEck[ksMk ls iVifM;k 93 lMd fuekZ.k dk;Z fBdfj;k pkj.kku ls ugj ij gksrs gq, vaFkMk rd 94 lMd fuekZ.k dk;Z lkaoyk pkSjkgs ls lkaoyiqjk xkoa rd 95 lMd fuekZ.k dk;Z xzke nsfgr ls pkUnugsyh QkVd rd 96 lMd fuekZ.k dk;Z xjMnk ls iydk 97 dqy 98 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) 99 lMd fuekZ.k dk;Z NkV dk [ksMk ls ykEck[kksg 100 lMd fuekZ.k dk;Z lqoklk ls ykMiqj rd 101 lMd fuekZ.k dk;Z ykEck[ksMk ls iVifM;k 102 lMd fuekZ.k dk;Z fBdfj;k pkj.kku ls ugj ij gksrs gq, vaFkMk rd 103 lMd fuekZ.k dk;Z lkaoyk pkSjkgs ls lkaoyiqjk xkoa rd 104 lMd fuekZ.k dk;Z xzke nsfgr ls pkUnugsyh QkVd rd 105 lMd fuekZ.k dk;Z xjMnk ls iydk 106 dqy 107 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. 108 lMd fuekZ.k dk;Z NkV dk [ksMk ls ykEck[kksg 109 lMd fuekZ.k dk;Z lqoklk ls ykMiqj rd 110 lMd fuekZ.k dk;Z ykEck[ksMk ls iVifM;k 111 lMd fuekZ.k dk;Z fBdfj;k pkj.kku ls ugj ij gksrs gq, vaFkMk rd 112 lMd fuekZ.k dk;Z lkaoyk pkSjkgs ls lkaoyiqjk xkoa rd 113 lMd fuekZ.k dk;Z xzke nsfgr ls pkUnugsyh QkVd rd 114 lMd fuekZ.k dk;Z xjMnk ls iydk 115 dqy 116 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 117 lMd fuekZ.k dk;Z NkV dk [ksMk ls ykEck[kksg 118 lMd fuekZ.k dk;Z lqoklk ls ykMiqj rd 119 lMd fuekZ.k dk;Z ykEck[ksMk ls iVifM;k 120 lMd fuekZ.k dk;Z fBdfj;k pkj.kku ls ugj ij gksrs gq, vaFkMk rd 121 lMd fuekZ.k dk;Z lkaoyk pkSjkgs ls lkaoyiqjk xkoa rd 122 lMd fuekZ.k dk;Z xzke nsfgr ls pkUnugsyh QkVd rd 123 lMd fuekZ.k dk;Z xjMnk ls iydk 124 dqy 125 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. 126 lMd fuekZ.k dk;Z NkV dk [ksMk ls ykEck[kksg 127 lMd fuekZ.k dk;Z lqoklk ls ykMiqj rd 128 lMd fuekZ.k dk;Z ykEck[ksMk ls iVifM;k 129 lMd fuekZ.k dk;Z fBdfj;k pkj.kku ls ugj ij gksrs gq, vaFkMk rd 130 lMd fuekZ.k dk;Z lkaoyk pkSjkgs ls lkaoyiqjk xkoa rd 131 lMd fuekZ.k dk;Z xzke nsfgr ls pkUnugsyh QkVd rd 132 lMd fuekZ.k dk;Z xjMnk ls iydk 133 dqy 134 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 RCC Post 100 mm x 100 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 per approved drawing Clause 801 600 mm x 450 mm rectangular 135 lMd fuekZ.k dk;Z NkV dk [ksMk ls ykEck[kksg 136 lMd fuekZ.k dk;Z lqoklk ls ykMiqj rd 137 lMd fuekZ.k dk;Z ykEck[ksMk ls iVifM;k 138 lMd fuekZ.k dk;Z fBdfj;k pkj.kku ls ugj ij gksrs gq, vaFkMk rd 139 lMd fuekZ.k dk;Z lkaoyk pkSjkgs ls lkaoyiqjk xkoa rd 140 lMd fuekZ.k dk;Z xzke nsfgr ls pkUnugsyh QkVd rd 141 lMd fuekZ.k dk;Z xjMnk ls iydk 142 dqy 143 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. 144 lMd fuekZ.k dk;Z xzke nsfgr ls pkUnugsyh QkVd rd 145 dqy 146 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 147 lMd fuekZ.k dk;Z lqoklk ls ykMiqj rd 148 lMd fuekZ.k dk;Z fBdfj;k pkj.kku ls ugj ij gksrs gq, vaFkMk rd 149 dqy 150 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 151 lMd fuekZ.k dk;Z NkV dk [ksMk ls ykEck[kksg 152 lMd fuekZ.k dk;Z lqoklk ls ykMiqj rd 153 lMd fuekZ.k dk;Z ykEck[ksMk ls iVifM;k 154 lMd fuekZ.k dk;Z fBdfj;k pkj.kku ls ugj ij gksrs gq, vaFkMk rd 155 lMd fuekZ.k dk;Z lkaoyk pkSjkgs ls lkaoyiqjk xkoa rd 156 lMd fuekZ.k dk;Z xzke nsfgr ls pkUnugsyh QkVd rd 157 lMd fuekZ.k dk;Z xjMnk ls iydk 158 dqy 159 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. 160 lMd fuekZ.k dk;Z NkV dk [ksMk ls ykEck[kksg 161 lMd fuekZ.k dk;Z lqoklk ls ykMiqj rd 162 lMd fuekZ.k dk;Z ykEck[ksMk ls iVifM;k 163 lMd fuekZ.k dk;Z fBdfj;k pkj.kku ls ugj ij gksrs gq, vaFkMk rd 164 lMd fuekZ.k dk;Z lkaoyk pkSjkgs ls lkaoyiqjk xkoa rd 165 lMd fuekZ.k dk;Z xjMnk ls iydk 166 dqy 167 Construction ofun-reinforced , plain cement concrete pavement M-40 (Grade), thickness as per design, over a prepared sub base, with 43/53 grade cementas per Clause 602, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a in fullyautomatic Batching Plant andtransported to site intransit mixer for having continuous agitated mixer, manufactured as per approved mix designincluding pumping of R.M.C. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge laid with a Fixed Form Paver (laying and fixing of 150 micron thick polythene Film 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 water finishing to lines and grade as per drawingand MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments (Dowel Bars will be paid seprately). 168 lMd fuekZ.k dk;Z NkV dk [ksMk ls ykEck[kksg 169 lMd fuekZ.k dk;Z lqoklk ls ykMiqj rd 170 lMd fuekZ.k dk;Z lkaoyk pkSjkgs ls lkaoyiqjk xkoa rd 171 lMd fuekZ.k dk;Z xjMnk ls iydk 172 dqy 173 Providing and Fixing of Dowel Bars of Mild Steel confirming to IS : 432 of specified length and diameters as per MoRTH Specification IRC 15 & 58 including cutting, placing in position across transverse joint with proper spacing, providing with PVC sleeve complete as per drawing, technical specification and as per direction of the Engineer-in-charge. 174 lMd fuekZ.k dk;Z lkaoyk pkSjkgs ls lkaoyiqjk xkoa rd 175 dqy 176 Stone masonry work in cement mortar in foundation complete as per drawing and MoRTH specifications Clauses 1402, 1405, 2102 & 2104. Random Rubble Masonry In 1:6 cement mortar 177 lMd fuekZ.k dk;Z xjMnk ls iydk 178 dqy
