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| 1 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps ofsuchtreescutearlier anddisposalofunserviceablematerialsand 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 | AR Gorela to Nandela |
| 3 | Kadiya ghodaghati road to NH-8 via Karoli |
| 4 | Bilota Kotdi to Beran Road |
| 5 | Khetpal ka guda to Shiv singh ji ka guda. |
| 6 | Dismantling of Cement Concrete Pavements as per MoRTH Specification Clause 202.Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately |
| 7 | AR Gorela to Nandela |
| 8 | Kadiya ghodaghati road to NH-8 via Karoli |
| 9 | Bilota Kotdi to Beran Road |
| 10 | Khetpal ka guda to Shiv singh ji ka guda. |
| 11 | Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mixmacadamspecificationincludingpremixingthe material withwaterat OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site,laying inuniformlayersinsub-base/basecourseonawell 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 |
| 12 | AR Gorela to Nandela |
| 13 | Kadiya ghodaghati road to NH-8 via Karoli |
| 14 | Bilota Kotdi to Beran Road |
| 15 | Khetpal ka guda to Shiv singh ji ka guda. |
| 16 | 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. |
| 17 | AR Gorela to Nandela |
| 18 | Kadiya ghodaghati road to NH-8 via Karoli |
| 19 | Bilota Kotdi to Beran Road |
| 20 | Khetpal ka guda to Shiv singh ji ka guda. |
| 21 | 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. |
| 22 | AR Gorela to Nandela |
| 23 | Kadiya ghodaghati road to NH-8 via Karoli |
| 24 | Bilota Kotdi to Beran Road |
| 25 | Khetpal ka guda to Shiv singh ji ka guda. |
| 26 | Bituminous Macadam Providing 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 paverfinishertotherequiredgrade,levelandalignmentandrolled to achieve the desired compaction as per MoRTH Specification Clause 504.(ii) Bitumen (VG-30) |
| 27 | AR Gorela to Nandela |
| 28 | Kadiya ghodaghati road to NH-8 via Karoli |
| 29 | Bilota Kotdi to Beran Road |
| 30 | Khetpal ka guda to Shiv singh ji ka guda. |
| 31 | 20mm thick Open-Graded Premix Carpet using Bituminous (Viscosity grade/modified bitumen) Binder Providing,layingandrollingofopen-gradedpremixcarpetof20mm thicknesscomposedof13.2mm to5.6mmaggregateseitherusing Viscositygradebitumenoremulsiontorequiredline,gradeandlevelto 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 (ii) Bitumen (VG-30) |
| 32 | AR Gorela to Nandela |
| 33 | Kadiya ghodaghati road to NH-8 via Karoli |
| 34 | Bilota Kotdi to Beran Road |
| 35 | Khetpal ka guda to Shiv singh ji ka guda. |
| 36 | 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 (B) By Mechanical Means Case - II: Type B (ii) Bitumen (VG-30) |
| 37 | AR Gorela to Nandela |
| 38 | Kadiya ghodaghati road to NH-8 via Karoli |
| 39 | Bilota Kotdi to Beran Road |
| 40 | Khetpal ka guda to Shiv singh ji ka guda. |
| 41 | Construction ofun-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 602.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a concrete mixer of not less than 0.5 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed Side Formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators 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) |
| 42 | AR Gorela to Nandela |
| 43 | Kadiya ghodaghati road to NH-8 via Karoli |
| 44 | Bilota Kotdi to Beran Road |
| 45 | Khetpal ka guda to Shiv singh ji ka guda. |
| 46 | 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. |
| 47 | AR Gorela to Nandela |
| 48 | Kadiya ghodaghati road to NH-8 via Karoli |
| 49 | Bilota Kotdi to Beran Road |
| 50 | Khetpal ka guda to Shiv singh ji ka guda. |
| 51 | Providing 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 |
| 52 | AR Gorela to Nandela |
| 53 | Kadiya ghodaghati road to NH-8 via Karoli |
| 54 | Bilota Kotdi to Beran Road |
| 55 | Khetpal ka guda to Shiv singh ji ka guda. |
| 56 | Kilometre Stone ReinforcedcementconcreteM15 gradekilometrestone/localstoneof standarddesignasperIRC:8fixinginpositionincludingpaintingand printing, etc as per drawing and MoRTH Specification Clause 801 (ii) Ordinary Kilometer Stone (Precast) |
| 57 | AR Gorela to Nandela |
| 58 | Kadiya ghodaghati road to NH-8 via Karoli |
| 59 | Bilota Kotdi to Beran Road |
| 60 | Khetpal ka guda to Shiv singh ji ka guda. |
| 61 | 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 aluminiumsheeting,1.5mmthicksupportedonamildsteel angleironpost75mmx75mmx6mmfirmlyfixedtothe groundbymeansofproperlydesignedfoundationwithM15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and MoRTH Specification Clause 801 (Ii) 600 mm equilateral triangle |
| 62 | AR Gorela to Nandela |
| 63 | Kadiya ghodaghati road to NH-8 via Karoli |
| 64 | Bilota Kotdi to Beran Road |
| 65 | Khetpal ka guda to Shiv singh ji ka guda. |
| 66 | Direction and Place Identification signs upto 0.9 sqm size board Retro-reflectorised Traffic Signs Providinganderectingdirectionandplaceidentificationretro- reflectorisedsignas perIRC:67madeofencapsulatedlens type reflective sheeting vide Clause 801.3.1. fixed over aluminiumsheeting, 2 mmthick with areanotexceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mmfirmly fixedtotheground by meansofproperly 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. Direction and Place Identification signs upto 0.9 sqm size board |
| 67 | AR Gorela to Nandela |
| 68 | Kadiya ghodaghati road to NH-8 via Karoli |
| 69 | Bilota Kotdi to Beran Road |
| 70 | Khetpal ka guda to Shiv singh ji ka guda. |
| 71 | Providing and fixing Mukhya Mantri Sadak Yojana/ Mahatma Gandhi Rajya SadakYojanainformatorysignboardwithlogoforroadsfundedby State road fund having M.S. Definition plate of 1.60 mm thickness frame to steel hollowdsectionof75mmx75mm,2.5mlongstoveenamelledpaintwith hold fast including paint logo as per approved design and colours. The logo shall be made out of 1.6mm thick circular plate duly framed with MS angle 25x25x5 mm on back and fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, the base of circular shall be plain at the junction of base plate. The size of definition plate shall be 1500x600mm and embedding the posts by M-15 cement concrete block45 cm x 45 cm x 60 cm, 60 cm below groundlevel includinglettering/writingandpaintingetc.completeinall |
| 72 | AR Gorela to Nandela |
| 73 | Kadiya ghodaghati road to NH-8 via Karoli |
| 74 | Bilota Kotdi to Beran Road |
| 75 | Khetpal ka guda to Shiv singh ji ka guda. |
| 76 | MarkingCentreLineandstoplinesetc.onroadasperIRCpatternwith thermoplasticpaint ofapproved quality and make without glass beads laid on the road surface at temperature 160\" C with a special applicator machine completewithaspecialapplicatormachinecompletewithlabourmaterial and traffic diversion arrangements. |
| 77 | AR Gorela to Nandela |
| 78 | Kadiya ghodaghati road to NH-8 via Karoli |
| 79 | Bilota Kotdi to Beran Road |
| 80 | Khetpal ka guda to Shiv singh ji ka guda. |
| 81 | 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. (I) Ordinary soil (i) Upto 3 m depth |
| 82 | AR Gorela to Nandela |
| 83 | Kadiya ghodaghati road to NH-8 via Karoli |
| 84 | Bilota Kotdi to Beran Road |
| 85 | Khetpal ka guda to Shiv singh ji ka guda. |
| 86 | Providing concrete for plain/reinforced concrete in open foundations completeasperdrawingsandMoRTHspecificationsClause1702,1703, 2102 & 2104 (I) P.C.C grade M 10 (i) Nominal mix 1:3:6 |
| 87 | AR Gorela to Nandela |
| 88 | Kadiya ghodaghati road to NH-8 via Karoli |
| 89 | Bilota Kotdi to Beran Road |
| 90 | Khetpal ka guda to Shiv singh ji ka guda. |
| 91 | Providing concrete for plain/reinforced concrete in open foundations completeasperdrawingsandMoRTHspecificationsClause1702,1703, 2102 & 2104 (IV) R.C.C grade M 20 |
| 92 | AR Gorela to Nandela |
| 93 | Kadiya ghodaghati road to NH-8 via Karoli |
| 94 | Bilota Kotdi to Beran Road |
| 95 | Khetpal ka guda to Shiv singh ji ka guda. |
| 96 | Supplying, fitting and placing HYSD bar reinforcement in foundation completeasperdrawingsandMoRTHspecificationsClauses1009,1600 and 2102 |
| 97 | AR Gorela to Nandela |
| 98 | Kadiya ghodaghati road to NH-8 via Karoli |
| 99 | Bilota Kotdi to Beran Road |
| 100 | Khetpal ka guda to Shiv singh ji ka guda. |