tender for Rj-19-18/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 [keyk ¼e/; iznsk lhek½ ls nsox<] tkeqfu;k] frlkbZ] pkpwuhZ] fkox<] jruiqjk] txnhkiqjk] x 3 lEidZ lMd lqtkuiqjk 4 lEidZ lMd eaXokfy;k 5 dksYoh ls fdku uxj ¼e/; iznsk lhek½ ok;k ikMyk 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 lEidZ lMd lqtkuiqjk 9 dksYoh ls fdku uxj ¼e/; iznsk lhek½ ok;k ikMyk 10 dqy 11 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 12 [keyk ¼e/; iznsk lhek½ ls nsox<] tkeqfu;k] frlkbZ] pkpwuhZ] fkox<] jruiqjk] txnhkiqjk] x 13 lEidZ lMd lqtkuiqjk 14 lEidZ lMd eaXokfy;k 15 dksYoh ls fdku uxj ¼e/; iznsk lhek½ ok;k ikMyk 16 dqy 17 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 18 lEidZ lMd lqtkuiqjk 19 dksYoh ls fdku uxj ¼e/; iznsk lhek½ ok;k ikMyk 20 dqy 21 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 22 lEidZ lMd lqtkuiqjk 23 dksYoh ls fdku uxj ¼e/; iznsk lhek½ ok;k ikMyk 24 dqy 25 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. 26 lEidZ lMd lqtkuiqjk 27 dksYoh ls fdku uxj ¼e/; iznsk lhek½ ok;k ikMyk 28 dqy 29 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) 30 lEidZ lMd lqtkuiqjk 31 dksYoh ls fdku uxj ¼e/; iznsk lhek½ ok;k ikMyk 32 dqy 33 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) 34 lEidZ lMd lqtkuiqjk 35 dksYoh ls fdku uxj ¼e/; iznsk lhek½ ok;k ikMyk 36 dqy 37 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) 38 lEidZ lMd lqtkuiqjk 39 dksYoh ls fdku uxj ¼e/; iznsk lhek½ ok;k ikMyk 40 dqy 41 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) 42 lEidZ lMd lqtkuiqjk 43 dksYoh ls fdku uxj ¼e/; iznsk lhek½ ok;k ikMyk 44 dqy 45 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 46 lEidZ lMd lqtkuiqjk 47 dksYoh ls fdku uxj ¼e/; iznsk lhek½ ok;k ikMyk 48 dqy 49 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 50 lEidZ lMd lqtkuiqjk 51 dksYoh ls fdku uxj ¼e/; iznsk lhek½ ok;k ikMyk 52 dqy 53 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. 54 [keyk ¼e/; iznsk lhek½ ls nsox<] tkeqfu;k] frlkbZ] pkpwuhZ] fkox<] jruiqjk] txnhkiqjk] x 55 lEidZ lMd lqtkuiqjk 56 lEidZ lMd eaXokfy;k 57 dksYoh ls fdku uxj ¼e/; iznsk lhek½ ok;k ikMyk 58 dqy 59 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 60 [keyk ¼e/; iznsk lhek½ ls nsox<] tkeqfu;k] frlkbZ] pkpwuhZ] fkox<] jruiqjk] txnhkiqjk] x 61 lEidZ lMd lqtkuiqjk 62 lEidZ lMd eaXokfy;k 63 dksYoh ls fdku uxj ¼e/; iznsk lhek½ ok;k ikMyk 64 dqy 65 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. 66 lEidZ lMd lqtkuiqjk 67 dksYoh ls fdku uxj ¼e/; iznsk lhek½ ok;k ikMyk 68 dqy 69 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. 70 lEidZ lMd lqtkuiqjk 71 dksYoh ls fdku uxj ¼e/; iznsk lhek½ ok;k ikMyk 72 dqy 73 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 74 lEidZ lMd lqtkuiqjk 75 dksYoh ls fdku uxj ¼e/; iznsk lhek½ ok;k ikMyk 76 dqy 77 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 78 [keyk ¼e/; iznsk lhek½ ls nsox<] tkeqfu;k] frlkbZ] pkpwuhZ] fkox<] jruiqjk] txnhkiqjk] x 79 lEidZ lMd eaXokfy;k 80 dqy 81 Add extra for Providing M-40 grade concrete Interlocking Blocks in place of M-30 grade. 80mm thick Blocks 82 [keyk ¼e/; iznsk lhek½ ls nsox<] tkeqfu;k] frlkbZ] pkpwuhZ] fkox<] jruiqjk] txnhkiqjk] x 83 lEidZ lMd eaXokfy;k 84 dqy 85 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 86 [keyk ¼e/; iznsk lhek½ ls nsox<] tkeqfu;k] frlkbZ] pkpwuhZ] fkox<] jruiqjk] txnhkiqjk] x 87 lEidZ lMd eaXokfy;k 88 dqy 89 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 90 [keyk ¼e/; iznsk lhek½ ls nsox<] tkeqfu;k] frlkbZ] pkpwuhZ] fkox<] jruiqjk] txnhkiqjk] x 91 lEidZ lMd lqtkuiqjk 92 lEidZ lMd eaXokfy;k 93 dqy 94 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 95 [keyk ¼e/; iznsk lhek½ ls nsox<] tkeqfu;k] frlkbZ] pkpwuhZ] fkox<] jruiqjk] txnhkiqjk] x 96 lEidZ lMd lqtkuiqjk 97 lEidZ lMd eaXokfy;k 98 dqy 99 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) 100 lEidZ lMd lqtkuiqjk 101 dqy 102 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 20 103 [keyk ¼e/; iznsk lhek½ ls nsox<] tkeqfu;k] frlkbZ] pkpwuhZ] fkox<] jruiqjk] txnhkiqjk] x 104 lEidZ lMd eaXokfy;k 105 dqy 106 Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and MoRTH specifications Clauses 1009,1600 and 2102 107 [keyk ¼e/; iznsk lhek½ ls nsox<] tkeqfu;k] frlkbZ] pkpwuhZ] fkox<] jruiqjk] txnhkiqjk] x 108 lEidZ lMd eaXokfy;k 109 dqy 110 Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and MoRTH specifications Clauses 1700 and 2702.2 111 lEidZ lMd lqtkuiqjk 112 dqy 113 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. 114 [keyk ¼e/; iznsk lhek½ ls nsox<] tkeqfu;k] frlkbZ] pkpwuhZ] fkox<] jruiqjk] txnhkiqjk] x 115 lEidZ lMd lqtkuiqjk 116 dqy 117 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. 118 [keyk ¼e/; iznsk lhek½ ls nsox<] tkeqfu;k] frlkbZ] pkpwuhZ] fkox<] jruiqjk] txnhkiqjk] x 119 lEidZ lMd lqtkuiqjk 120 lEidZ lMd eaXokfy;k 121 dksYoh ls fdku uxj ¼e/; iznsk lhek½ ok;k ikMyk 122 dqy 123 Providing and fixing stone slab covering over drains (Kota/Bijoliya Quarry) having thickness 75 mm to 150 mm including filling of joints in cement mortar 1:3 with 50 mm thick cement concrete flooring in 1:2:4 mix complete with good finish as per approved drawings and specifications. for drain Opeining Size 300 to 450 mm Stone Patty drain cover size 800mm x 600mm x 75mm 124 [keyk ¼e/; iznsk lhek½ ls nsox<] tkeqfu;k] frlkbZ] pkpwuhZ] fkox<] jruiqjk] txnhkiqjk] x 125 lEidZ lMd eaXokfy;k 126 dqy 127 Providing and laying Precast reinforced cement concrete Box culvert section of M-40 grade designed for AA class loading as per IRC specifications including to effect of impact, EQ etc. complete on firm base of 200mm thick lean concrete of M-10 grade with aggregate of size 40mm nominal of following internal size the work includes required safety measures cost of design of RCC Precast Box and its proof checking from IIT / NIT / Government Engineer College complete in all respect as per specifications Size 2.00 M x 2.00 M 128 lEidZ lMd lqtkuiqjk 129 dqy
