Tender For Rj-23/15 Cr. / 25-26/01 - road work - 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 lMd fuekZ.k dk;Z rkFksM dh e/; ls eq[; lMd gksrs gq, [ksMkjlwyiqj dh vksj 3 dqy 4 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 5 lMd fuekZ.k dk;Z QkVk[ksMk ls Hkhyksr 6 lMd fuekZ.k dk;Z ,u 52 ls Hkhy[ksMh 7 lMd fuekZ.k dk;Z jaxiqj ls fdkuiqjk 8 lMd fuekZ.k dk;Z fdkuiqjk ls tk[kksMk 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 QkVk[ksMk ls Hkhyksr 12 lMd fuekZ.k dk;Z jaxiqj ls fdkuiqjk 13 lMd fuekZ.k dk;Z rkFksM dh e/; ls eq[; lMd gksrs gq, [ksMkjlwyiqj dh vksj 14 lMd fuekZ.k dk;Z fdkuiqjk ls tk[kksMk 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 ,u 52 ls Hkhy[ksMh 18 dqy 19 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 20 lMd fuekZ.k dk;Z QkVk[ksMk ls Hkhyksr 21 lMd fuekZ.k dk;Z ,u 52 ls Hkhy[ksMh 22 lMd fuekZ.k dk;Z jaxiqj ls fdkuiqjk 23 lMd fuekZ.k dk;Z rkFksM dh e/; ls eq[; lMd gksrs gq, [ksMkjlwyiqj dh vksj 24 lMd fuekZ.k dk;Z fdkuiqjk ls tk[kksMk 25 dqy 26 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 27 lMd fuekZ.k dk;Z QkVk[ksMk ls Hkhyksr 28 lMd fuekZ.k dk;Z ,u 52 ls Hkhy[ksMh 29 lMd fuekZ.k dk;Z jaxiqj ls fdkuiqjk 30 lMd fuekZ.k dk;Z fdkuiqjk ls tk[kksMk 31 dqy 32 Maintenance of WBM Road Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per MoRTH specification Clause 404 33 lMd fuekZ.k dk;Z QkVk[ksMk ls Hkhyksr 34 dqy 35 Carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete. Earth, Sand, Lime, Morrum manure or sludge 36 lMd fuekZ.k dk;Z ,u 52 ls Hkhy[ksMh 37 lMd fuekZ.k dk;Z fdkuiqjk ls tk[kksMk 38 dqy 39 Carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete. Earth, Sand, Lime, Morrum manure or sludge 40 lMd fuekZ.k dk;Z QkVk[ksMk ls Hkhyksr 41 lMd fuekZ.k dk;Z ,u 52 ls Hkhy[ksMh 42 lMd fuekZ.k dk;Z jaxiqj ls fdkuiqjk 43 lMd fuekZ.k dk;Z rkFksM dh e/; ls eq[; lMd gksrs gq, [ksMkjlwyiqj dh vksj 44 dqy 45 Maintenace of bituminous surface road Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre-mix carpet and seal coat type B as per MoRTH specificationClause 3004.2 46 lMd fuekZ.k dk;Z QkVk[ksMk ls Hkhyksr 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 lMd fuekZ.k dk;Z QkVk[ksMk ls Hkhyksr 50 lMd fuekZ.k dk;Z ,u 52 ls Hkhy[ksMh 51 lMd fuekZ.k dk;Z jaxiqj ls fdkuiqjk 52 lMd fuekZ.k dk;Z fdkuiqjk ls tk[kksMk 53 dqy 54 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. 55 lMd fuekZ.k dk;Z QkVk[ksMk ls Hkhyksr 56 lMd fuekZ.k dk;Z ,u 52 ls Hkhy[ksMh 57 lMd fuekZ.k dk;Z jaxiqj ls fdkuiqjk 58 lMd fuekZ.k dk;Z fdkuiqjk ls tk[kksMk 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 QkVk[ksMk ls Hkhyksr 62 lMd fuekZ.k dk;Z jaxiqj ls fdkuiqjk 63 lMd fuekZ.k dk;Z fdkuiqjk ls tk[kksMk 64 dqy 65 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) 66 lMd fuekZ.k dk;Z QkVk[ksMk ls Hkhyksr 67 lMd fuekZ.k dk;Z ,u 52 ls Hkhy[ksMh 68 lMd fuekZ.k dk;Z jaxiqj ls fdkuiqjk 69 lMd fuekZ.k dk;Z fdkuiqjk ls tk[kksMk 70 dqy 71 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) 72 lMd fuekZ.k dk;Z QkVk[ksMk ls Hkhyksr 73 lMd fuekZ.k dk;Z ,u 52 ls Hkhy[ksMh 74 lMd fuekZ.k dk;Z jaxiqj ls fdkuiqjk 75 lMd fuekZ.k dk;Z fdkuiqjk ls tk[kksMk 76 dqy 77 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) 78 lMd fuekZ.k dk;Z QkVk[ksMk ls Hkhyksr 79 lMd fuekZ.k dk;Z ,u 52 ls Hkhy[ksMh 80 lMd fuekZ.k dk;Z jaxiqj ls fdkuiqjk 81 lMd fuekZ.k dk;Z rkFksM dh e/; ls eq[; lMd gksrs gq, [ksMkjlwyiqj dh vksj 82 lMd fuekZ.k dk;Z fdkuiqjk ls tk[kksMk 83 dqy 84 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) 85 lMd fuekZ.k dk;Z QkVk[ksMk ls Hkhyksr 86 lMd fuekZ.k dk;Z ,u 52 ls Hkhy[ksMh 87 lMd fuekZ.k dk;Z jaxiqj ls fdkuiqjk 88 lMd fuekZ.k dk;Z rkFksM dh e/; ls eq[; lMd gksrs gq, [ksMkjlwyiqj dh vksj 89 lMd fuekZ.k dk;Z fdkuiqjk ls tk[kksMk 90 dqy 91 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. 92 lMd fuekZ.k dk;Z QkVk[ksMk ls Hkhyksr 93 lMd fuekZ.k dk;Z ,u 52 ls Hkhy[ksMh 94 lMd fuekZ.k dk;Z jaxiqj ls fdkuiqjk 95 lMd fuekZ.k dk;Z rkFksM dh e/; ls eq[; lMd gksrs gq, [ksMkjlwyiqj dh vksj 96 lMd fuekZ.k dk;Z fdkuiqjk ls tk[kksMk 97 dqy 98 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 99 lMd fuekZ.k dk;Z ,u 52 ls Hkhy[ksMh 100 lMd fuekZ.k dk;Z rkFksM dh e/; ls eq[; lMd gksrs gq, [ksMkjlwyiqj dh vksj 101 lMd fuekZ.k dk;Z fdkuiqjk ls tk[kksMk 102 dqy 103 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. 104 lMd fuekZ.k dk;Z QkVk[ksMk ls Hkhyksr 105 lMd fuekZ.k dk;Z ,u 52 ls Hkhy[ksMh 106 lMd fuekZ.k dk;Z jaxiqj ls fdkuiqjk 107 lMd fuekZ.k dk;Z fdkuiqjk ls tk[kksMk 108 dqy 109 Providing and laying rounded hump type speed breakers for crossing speed 25 km/h as per IRC design including providing and applying bitumen emulsion tack coat,making speed breaker in designed profile with bituminous macadam, providing seal coat type B for sealing the voids and marking chequered pattern with thermoplastic paint complete as perIRC : 99-1988 3.70 meter wide and 10 cm high for general traffic 110 lMd fuekZ.k dk;Z QkVk[ksMk ls Hkhyksr 111 lMd fuekZ.k dk;Z jaxiqj ls fdkuiqjk 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 lMd fuekZ.k dk;Z rkFksM dh e/; ls eq[; lMd gksrs gq, [ksMkjlwyiqj dh vksj 115 lMd fuekZ.k dk;Z fdkuiqjk ls tk[kksMk 116 dqy 117 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 118 lMd fuekZ.k dk;Z QkVk[ksMk ls Hkhyksr 119 lMd fuekZ.k dk;Z ,u 52 ls Hkhy[ksMh 120 lMd fuekZ.k dk;Z jaxiqj ls fdkuiqjk 121 lMd fuekZ.k dk;Z rkFksM dh e/; ls eq[; lMd gksrs gq, [ksMkjlwyiqj dh vksj 122 lMd fuekZ.k dk;Z fdkuiqjk ls tk[kksMk 123 dqy 124 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 1:3:6 125 lMd fuekZ.k dk;Z QkVk[ksMk ls Hkhyksr 126 lMd fuekZ.k dk;Z ,u 52 ls Hkhy[ksMh 127 lMd fuekZ.k dk;Z jaxiqj ls fdkuiqjk 128 lMd fuekZ.k dk;Z rkFksM dh e/; ls eq[; lMd gksrs gq, [ksMkjlwyiqj dh vksj 129 lMd fuekZ.k dk;Z fdkuiqjk ls tk[kksMk 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 lMd fuekZ.k dk;Z QkVk[ksMk ls Hkhyksr 133 lMd fuekZ.k dk;Z ,u 52 ls Hkhy[ksMh 134 lMd fuekZ.k dk;Z jaxiqj ls fdkuiqjk 135 lMd fuekZ.k dk;Z rkFksM dh e/; ls eq[; lMd gksrs gq, [ksMkjlwyiqj dh vksj 136 lMd fuekZ.k dk;Z fdkuiqjk ls tk[kksMk 137 dqy 138 Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and MoRTH specifications Clauses 1009,1600 and 2102 139 lMd fuekZ.k dk;Z QkVk[ksMk ls Hkhyksr 140 lMd fuekZ.k dk;Z ,u 52 ls Hkhy[ksMh 141 lMd fuekZ.k dk;Z jaxiqj ls fdkuiqjk 142 lMd fuekZ.k dk;Z rkFksM dh e/; ls eq[; lMd gksrs gq, [ksMkjlwyiqj dh vksj 143 lMd fuekZ.k dk;Z fdkuiqjk ls tk[kksMk 144 dqy 145 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 146 lMd fuekZ.k dk;Z QkVk[ksMk ls Hkhyksr 147 lMd fuekZ.k dk;Z ,u 52 ls Hkhy[ksMh 148 lMd fuekZ.k dk;Z jaxiqj ls fdkuiqjk 149 lMd fuekZ.k dk;Z rkFksM dh e/; ls eq[; lMd gksrs gq, [ksMkjlwyiqj dh vksj 150 lMd fuekZ.k dk;Z fdkuiqjk ls tk[kksMk 151 dqy 152 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. 153 lMd fuekZ.k dk;Z jaxiqj ls fdkuiqjk 154 lMd fuekZ.k dk;Z rkFksM dh e/; ls eq[; lMd gksrs gq, [ksMkjlwyiqj dh vksj 155 lMd fuekZ.k dk;Z fdkuiqjk ls tk[kksMk 156 dqy 157 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). 158 lMd fuekZ.k dk;Z jaxiqj ls fdkuiqjk 159 lMd fuekZ.k dk;Z rkFksM dh e/; ls eq[; lMd gksrs gq, [ksMkjlwyiqj dh vksj 160 lMd fuekZ.k dk;Z fdkuiqjk ls tk[kksMk 161 dqy 162 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. 163 lMd fuekZ.k dk;Z jaxiqj ls fdkuiqjk 164 lMd fuekZ.k dk;Z rkFksM dh e/; ls eq[; lMd gksrs gq, [ksMkjlwyiqj dh vksj 165 lMd fuekZ.k dk;Z fdkuiqjk ls tk[kksMk 166 dqy 167 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 168 lMd fuekZ.k dk;Z QkVk[ksMk ls Hkhyksr 169 lMd fuekZ.k dk;Z ,u 52 ls Hkhy[ksMh 170 lMd fuekZ.k dk;Z jaxiqj ls fdkuiqjk 171 lMd fuekZ.k dk;Z rkFksM dh e/; ls eq[; lMd gksrs gq, [ksMkjlwyiqj dh vksj 172 lMd fuekZ.k dk;Z fdkuiqjk ls tk[kksMk 173 dqy 174 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 801 175 lMd fuekZ.k dk;Z rkFksM dh e/; ls eq[; lMd gksrs gq, [ksMkjlwyiqj dh vksj 176 lMd fuekZ.k dk;Z fdkuiqjk ls tk[kksMk 177 dqy 178 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 as per MoRTH Specification Clause 2205 179 lMd fuekZ.k dk;Z QkVk[ksMk ls Hkhyksr 180 dqy 181 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 182 lMd fuekZ.k dk;Z QkVk[ksMk ls Hkhyksr 183 lMd fuekZ.k dk;Z ,u 52 ls Hkhy[ksMh 184 dqy 185 Backfilling behind abutment, wing wall and return wall complete as per drawings & MoRTH specification Clause 304.3.7 & 2204.6 Granular material 186 lMd fuekZ.k dk;Z ,u 52 ls Hkhy[ksMh 187 dqy
