Package No. Rj-20/Ba-215.60/ 2025-26/01 - 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 lkjksyk ls ekeksj dSskksyh jksM dh vksj Mkejhdj.k ,oa iqfy;k fuekZ.k dk;Z 3 snhxksn ls LVSsV gkbos 70 ls NksVh ugj ds lgkjs ljnkjks dh Vkijh rd Mkejhdj.k lMd dk fuekZ.k dk;Z 4 dqy 5 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 6 lkjksyk ls ekeksj dSskksyh jksM dh vksj Mkejhdj.k ,oa iqfy;k fuekZ.k dk;Z 7 snhxksn ls LVSsV gkbos 70 ls NksVh ugj ds lgkjs ljnkjks dh Vkijh rd Mkejhdj.k lMd dk fuekZ.k dk;Z 8 dqy 9 Carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete. Earth, Sand, Lime, Morrum manure or sludge For 1.00 Km. 10 snhxksn ls LVSsV gkbos 70 ls NksVh ugj ds lgkjs ljnkjks dh Vkijh rd Mkejhdj.k lMd dk fuekZ.k dk;Z 11 dqy 12 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 13 snhxksn ls LVSsV gkbos 70 ls NksVh ugj ds lgkjs ljnkjks dh Vkijh rd Mkejhdj.k lMd dk fuekZ.k dk;Z 14 dqy 15 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 16 lkjksyk ls ekeksj dSskksyh jksM dh vksj Mkejhdj.k ,oa iqfy;k fuekZ.k dk;Z 17 snhxksn ls LVSsV gkbos 70 ls NksVh ugj ds lgkjs ljnkjks dh Vkijh rd Mkejhdj.k lMd dk fuekZ.k dk;Z 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 lkjksyk ls ekeksj dSskksyh jksM dh vksj Mkejhdj.k ,oa iqfy;k fuekZ.k dk;Z 21 snhxksn ls LVSsV gkbos 70 ls NksVh ugj ds lgkjs ljnkjks dh Vkijh rd Mkejhdj.k lMd dk fuekZ.k dk;Z 22 dqy 23 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 24 lkjksyk ls ekeksj dSskksyh jksM dh vksj Mkejhdj.k ,oa iqfy;k fuekZ.k dk;Z 25 snhxksn ls LVSsV gkbos 70 ls NksVh ugj ds lgkjs ljnkjks dh Vkijh rd Mkejhdj.k lMd dk fuekZ.k dk;Z 26 dqy 27 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. 28 lkjksyk ls ekeksj dSskksyh jksM dh vksj Mkejhdj.k ,oa iqfy;k fuekZ.k dk;Z 29 snhxksn ls LVSsV gkbos 70 ls NksVh ugj ds lgkjs ljnkjks dh Vkijh rd Mkejhdj.k lMd dk fuekZ.k dk;Z 30 dqy 31 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) 32 snhxksn ls LVSsV gkbos 70 ls NksVh ugj ds lgkjs ljnkjks dh Vkijh rd Mkejhdj.k lMd dk fuekZ.k dk;Z 33 dqy 34 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) 35 lkjksyk ls ekeksj dSskksyh jksM dh vksj Mkejhdj.k ,oa iqfy;k fuekZ.k dk;Z 36 snhxksn ls LVSsV gkbos 70 ls NksVh ugj ds lgkjs ljnkjks dh Vkijh rd Mkejhdj.k lMd dk fuekZ.k dk;Z 37 dqy 38 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) 39 lkjksyk ls ekeksj dSskksyh jksM dh vksj Mkejhdj.k ,oa iqfy;k fuekZ.k dk;Z 40 snhxksn ls LVSsV gkbos 70 ls NksVh ugj ds lgkjs ljnkjks dh Vkijh rd Mkejhdj.k lMd dk fuekZ.k dk;Z 41 dqy 42 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. 43 lkjksyk ls ekeksj dSskksyh jksM dh vksj Mkejhdj.k ,oa iqfy;k fuekZ.k dk;Z 44 snhxksn ls LVSsV gkbos 70 ls NksVh ugj ds lgkjs ljnkjks dh Vkijh rd Mkejhdj.k lMd dk fuekZ.k dk;Z 45 dqy 46 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 47 lkjksyk ls ekeksj dSskksyh jksM dh vksj Mkejhdj.k ,oa iqfy;k fuekZ.k dk;Z 48 dqy 49 Cement Concrete PavementConstruction ofun-reinforced , plain cement concrete pavement M30 (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). 50 lkjksyk ls ekeksj dSskksyh jksM dh vksj Mkejhdj.k ,oa iqfy;k fuekZ.k dk;Z 51 dqy 52 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 120 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 Add extra for Providing M-40 grade concrete Interlocking Blocks in place of M-30 grade. 80mm thick Blocks 53 snhxksn ls LVSsV gkbos 70 ls NksVh ugj ds lgkjs ljnkjks dh Vkijh rd Mkejhdj.k lMd dk fuekZ.k dk;Z 54 dqy 55 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) 56 snhxksn ls LVSsV gkbos 70 ls NksVh ugj ds lgkjs ljnkjks dh Vkijh rd Mkejhdj.k lMd dk fuekZ.k dk;Z 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 snhxksn ls LVSsV gkbos 70 ls NksVh ugj ds lgkjs ljnkjks dh Vkijh rd Mkejhdj.k lMd dk fuekZ.k dk;Z 60 dqy 61 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 x 450 mm rectangular 62 snhxksn ls LVSsV gkbos 70 ls NksVh ugj ds lgkjs ljnkjks dh Vkijh rd Mkejhdj.k lMd dk fuekZ.k dk;Z 63 dqy 64 Direction and Place Identification signs upto 0.9 sqm size board Semi-Reflective Traffic signs Direction and place indentification signs up to 0.9 sqm size board Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape of required shade and colour.Supported and welded on 47 mm x 47mm of 12 SWG Squaretube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Specification upto 0.9 sqm size board 65 snhxksn ls LVSsV gkbos 70 ls NksVh ugj ds lgkjs ljnkjks dh Vkijh rd Mkejhdj.k lMd dk fuekZ.k dk;Z 66 dqy 67 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. 68 snhxksn ls LVSsV gkbos 70 ls NksVh ugj ds lgkjs ljnkjks dh Vkijh rd Mkejhdj.k lMd dk fuekZ.k dk;Z 69 dqy 70 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 71 snhxksn ls LVSsV gkbos 70 ls NksVh ugj ds lgkjs ljnkjks dh Vkijh rd Mkejhdj.k lMd dk fuekZ.k dk;Z 72 dqy 73 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. 74 lkjksyk ls ekeksj dSskksyh jksM dh vksj Mkejhdj.k ,oa iqfy;k fuekZ.k dk;Z 75 snhxksn ls LVSsV gkbos 70 ls NksVh ugj ds lgkjs ljnkjks dh Vkijh rd Mkejhdj.k lMd dk fuekZ.k dk;Z 76 dqy 77 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 78 lkjksyk ls ekeksj dSskksyh jksM dh vksj Mkejhdj.k ,oa iqfy;k fuekZ.k dk;Z 79 snhxksn ls LVSsV gkbos 70 ls NksVh ugj ds lgkjs ljnkjks dh Vkijh rd Mkejhdj.k lMd dk fuekZ.k dk;Z 80 dqy 81 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 82 snhxksn ls LVSsV gkbos 70 ls NksVh ugj ds lgkjs ljnkjks dh Vkijh rd Mkejhdj.k lMd dk fuekZ.k dk;Z 83 dqy 84 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 85 snhxksn ls LVSsV gkbos 70 ls NksVh ugj ds lgkjs ljnkjks dh Vkijh rd Mkejhdj.k lMd dk fuekZ.k dk;Z 86 dqy 87 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 88 lkjksyk ls ekeksj dSskksyh jksM dh vksj Mkejhdj.k ,oa iqfy;k fuekZ.k dk;Z 89 snhxksn ls LVSsV gkbos 70 ls NksVh ugj ds lgkjs ljnkjks dh Vkijh rd Mkejhdj.k lMd dk fuekZ.k dk;Z 90 dqy 91 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 92 lkjksyk ls ekeksj dSskksyh jksM dh vksj Mkejhdj.k ,oa iqfy;k fuekZ.k dk;Z 93 snhxksn ls LVSsV gkbos 70 ls NksVh ugj ds lgkjs ljnkjks dh Vkijh rd Mkejhdj.k lMd dk fuekZ.k dk;Z 94 dqy 95 Plain/reinforced cement concrete in substructure complete as per drawings and MoRTH specification Clauses 1700 and 2200 For height upto 5 m R.C.C grade M 20 96 lkjksyk ls ekeksj dSskksyh jksM dh vksj Mkejhdj.k ,oa iqfy;k fuekZ.k dk;Z 97 dqy 98 Plain/reinforced cement concrete in substructure complete as per drawings and MoRTH specification Clauses 1700 and 2200 For height upto 5 m R.C.C. grade M 25 99 lkjksyk ls ekeksj dSskksyh jksM dh vksj Mkejhdj.k ,oa iqfy;k fuekZ.k dk;Z 100 dqy 101 Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and MoRTH specification Clauses 1009,1600 & 2202 102 lkjksyk ls ekeksj dSskksyh jksM dh vksj Mkejhdj.k ,oa iqfy;k fuekZ.k dk;Z 103 dqy 104 Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and MoRTH specifications Clauses 1009,1600 and 2102 105 lkjksyk ls ekeksj dSskksyh jksM dh vksj Mkejhdj.k ,oa iqfy;k fuekZ.k dk;Z 106 snhxksn ls LVSsV gkbos 70 ls NksVh ugj ds lgkjs ljnkjks dh Vkijh rd Mkejhdj.k lMd dk fuekZ.k dk;Z 107 dqy 108 Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and MoRTH specifications Clauses 1009,1600 and 2302 109 lkjksyk ls ekeksj dSskksyh jksM dh vksj Mkejhdj.k ,oa iqfy;k fuekZ.k dk;Z 110 dqy 111 Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRTH specification Clauses 1409, 2204.4, 2206.4 & 2706 112 lkjksyk ls ekeksj dSskksyh jksM dh vksj Mkejhdj.k ,oa iqfy;k fuekZ.k dk;Z 113 dqy 114 Providing and laying reinforced cement concrete in superstructure as per drawing and MoRTH specifications Clauses 1700, 2302 and 2304 R.C.C. Grade M 30 115 lkjksyk ls ekeksj dSskksyh jksM dh vksj Mkejhdj.k ,oa iqfy;k fuekZ.k dk;Z 116 dqy 117 P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and MoRTH specifications Clauses 1700 and 2704 Nominal mix (1:2.5:5) 118 lkjksyk ls ekeksj dSskksyh jksM dh vksj Mkejhdj.k ,oa iqfy;k fuekZ.k dk;Z 119 dqy 120 Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and MoRTH specifications Clauses 1700 and 2704 121 lkjksyk ls ekeksj dSskksyh jksM dh vksj Mkejhdj.k ,oa iqfy;k fuekZ.k dk;Z 122 dqy 123 Filler Joint Providing and fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing and MoRTH specifications Clause 2604 124 lkjksyk ls ekeksj dSskksyh jksM dh vksj Mkejhdj.k ,oa iqfy;k fuekZ.k dk;Z 125 dqy 126 Filler Joint Providing and fillling joint sealing compound as per drawings and MoRTH specifications with coarse sand and 6 per cent bitumen by weight Clause 2604 127 lkjksyk ls ekeksj dSskksyh jksM dh vksj Mkejhdj.k ,oa iqfy;k fuekZ.k dk;Z 128 dqy 129 Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smallersize towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and MoRTH specificationClause 2204.6 & 2504.2.2 130 lkjksyk ls ekeksj dSskksyh jksM dh vksj Mkejhdj.k ,oa iqfy;k fuekZ.k dk;Z 131 dqy 132 Backfilling behind abutment, wing wall and return wall complete as per drawings & MoRTH specification Clause 304.3.7 & 2204.6 Granular material 133 lkjksyk ls ekeksj dSskksyh jksM dh vksj Mkejhdj.k ,oa iqfy;k fuekZ.k dk;Z 134 dqy 135 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 136 lkjksyk ls ekeksj dSskksyh jksM dh vksj Mkejhdj.k ,oa iqfy;k fuekZ.k dk;Z 137 snhxksn ls LVSsV gkbos 70 ls NksVh ugj ds lgkjs ljnkjks dh Vkijh rd Mkejhdj.k lMd dk fuekZ.k dk;Z 138 dqy
