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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 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 | Rid to Bajwas Km 4 |
| 3 | AR Bhadsiya Km 1 |
| 4 | AR Bansed Km 1,2 |
| 5 | Bhanwal Bassi at km 5 |
| 6 | Bhanwal to Mamori Mata km1 |
| 7 | Kalerta to dindh ki dhnai km1 |
| 8 | Bagot to Chitai Km 1,2 |
| 9 | Bhadwa to badu Km1 |
| 10 | A/R khundiyas km1,2 |
| 11 | Gular Lalana Harnawa Km 4,5 |
| 12 | 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 |
| 13 | AR Bhadsiya Km 1 |
| 14 | Bhanwal Bassi at km 5 |
| 15 | Kalerta to dindh ki dhnai km1 |
| 16 | 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. Ordinarysoil.Upto 3 m depth |
| 17 | AR Bhadsiya Km 1 |
| 18 | Bhanwal Bassi at km 5 |
| 19 | Bhanwal to Mamori Mata km1 |
| 20 | Kalerta to dindh ki dhnai km1 |
| 21 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per MoRTH Specification Clause 202.By Mechanical Means.Bituminous Courses & Granular Courses |
| 22 | Bagot to Chitai Km 1,2 |
| 23 | Bhadwa to badu Km1 |
| 24 | Gular Lalana Harnawa Km 4,5 |
| 25 | Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. |
| 26 | Rid to Bajwas Km 4 |
| 27 | AR Bansed Km 1,2 |
| 28 | Bagot to Chitai Km 1,2 |
| 29 | Bhadwa to badu Km1 |
| 30 | Gular Lalana Harnawa Km 4,5 |
| 31 | 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 |
| 32 | Rid to Bajwas Km 4 |
| 33 | AR Bhadsiya Km 1 |
| 34 | AR Bansed Km 1,2 |
| 35 | Bhanwal Bassi at km 5 |
| 36 | Bhanwal to Mamori Mata km1 |
| 37 | Kalerta to dindh ki dhnai km1 |
| 38 | Bagot to Chitai Km 1,2 |
| 39 | Bhadwa to badu Km1 |
| 40 | A/R khundiyas km1,2 |
| 41 | Gular Lalana Harnawa Km 4,5 |
| 42 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per MoRTH Specification Clause 404. using Crusher borken aggregate.By Manual Means |
| 43 | Rid to Bajwas Km 4 |
| 44 | AR Bhadsiya Km 1 |
| 45 | AR Bansed Km 1,2 |
| 46 | Bhanwal Bassi at km 5 |
| 47 | Bhanwal to Mamori Mata km1 |
| 48 | Kalerta to dindh ki dhnai km1 |
| 49 | Bagot to Chitai Km 1,2 |
| 50 | Bhadwa to badu Km1 |
| 51 | A/R khundiyas km1,2 |
| 52 | Gular Lalana Harnawa Km 4,5 |
| 53 | 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 150 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) |
| 54 | Rid to Bajwas Km 4 |
| 55 | AR Bhadsiya Km 1 |
| 56 | AR Bansed Km 1,2 |
| 57 | Bhanwal Bassi at km 5 |
| 58 | Kalerta to dindh ki dhnai km1 |
| 59 | Bhadwa to badu Km1 |
| 60 | 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 |
| 61 | AR Bhadsiya Km 1 |
| 62 | Bhanwal Bassi at km 5 |
| 63 | Bhanwal to Mamori Mata km1 |
| 64 | Kalerta to dindh ki dhnai km1 |
| 65 | Stone masonry work in cement mortar in foundation complete as per drawing and MoRTH specifications Clauses 1402, 1405, 2102 & 2104.Random Rubble Masonry.In 1:4 cement mortar |
| 66 | AR Bhadsiya Km 1 |
| 67 | Bhanwal Bassi at km 5 |
| 68 | Bhanwal to Mamori Mata km1 |
| 69 | Kalerta to dindh ki dhnai km1 |
| 70 | Pointing with cement mortar (1:3) on Stone work as per drawing and MoRTH specification Clauses 1406 and 2200 |
| 71 | AR Bhadsiya Km 1 |
| 72 | Bhanwal Bassi at km 5 |
| 73 | Bhanwal to Mamori Mata km1 |
| 74 | Kalerta to dindh ki dhnai km1 |
| 75 | Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRTH specification Clauses 1313, 1411 and 2206.6. 50 mm thick |
| 76 | AR Bhadsiya Km 1 |
| 77 | Bhanwal Bassi at km 5 |
| 78 | Bhanwal to Mamori Mata km1 |
| 79 | Kalerta to dindh ki dhnai km1 |
| 80 | 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. 1000 mm dia |
| 81 | AR Bhadsiya Km 1 |
| 82 | Bhanwal Bassi at km 5 |
| 83 | Kalerta to dindh ki dhnai km1 |
| 84 | 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 |
| 85 | A/R khundiyas km1,2 |
| 86 | 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. |
| 87 | A/R khundiyas km1,2 |
| 88 | 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) |
| 89 | A/R khundiyas km1,2 |
| 90 | 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) |
| 91 | A/R khundiyas km1,2 |
| 92 | 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 |
| 93 | Rid to Bajwas Km 4 |
| 94 | Bhadwa to badu Km1 |
| 95 | 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.Dentated only two side like I,Z,T shape as per IRC:SP:63-2004 |
| 96 | Rid to Bajwas Km 4 |
| 97 | Bhanwal Bassi at km 5 |
| 98 | Bhanwal to Mamori Mata km1 |
| 99 | Bagot to Chitai Km 1,2 |
| 100 | A/R khundiyas km1,2 |
| 101 | Gular Lalana Harnawa Km 4,5 |
