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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 | NH 458 toTowards Gundisar Km 0/0 to 1/500 |
| 3 | Jalsu Nanak to towards Banwarla- Antroli Highway PyauKm 0/0 to 2/0 |
| 4 | Chandaroon to Towards Naiko, Bhambhuo and Dhanduo Ki Dhani Km 0/0 to 2/500 |
| 5 | Sevako andGodaron ki Dhani (Ramgarh) to Towards Jawla km 0/0 to 3/100 |
| 6 | Kirad to Shiv Mandir Towards Jajunda ki Dhani Km 0/0 to 1/0 |
| 7 | 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 |
| 8 | NH 458 toTowards Gundisar Km 0/0 to 1/500 |
| 9 | Jalsu Nanak to towards Banwarla- Antroli Highway PyauKm 0/0 to 2/0 |
| 10 | Chandaroon to Towards Naiko, Bhambhuo and Dhanduo Ki Dhani Km 0/0 to 2/500 |
| 11 | Sevako andGodaron ki Dhani (Ramgarh) to Towards Jawla km 0/0 to 3/100 |
| 12 | Kirad to Shiv Mandir Towards Jajunda ki Dhani Km 0/0 to 1/0 |
| 13 | Granular Sub-base with Well Graded Material (Table 400-1) By Mix in Place Method. 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 |
| 14 | NH 458 toTowards Gundisar Km 0/0 to 1/500 |
| 15 | Jalsu Nanak to towards Banwarla- Antroli Highway PyauKm 0/0 to 2/0 |
| 16 | Chandaroon to Towards Naiko, Bhambhuo and Dhanduo Ki Dhani Km 0/0 to 2/500 |
| 17 | Sevako andGodaron ki Dhani (Ramgarh) to Towards Jawla km 0/0 to 3/100 |
| 18 | Kirad to Shiv Mandir Towards Jajunda ki Dhani Km 0/0 to 1/0 |
| 19 | Water Bound MacadamSub-base/base with Stone Screening WBM Grading-1 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 & binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 1 as per MoRTH Specification Clause 404. Using Crusher Broken Aggregate. By Mechanical Means |
| 20 | NH 458 toTowards Gundisar Km 0/0 to 1/500 |
| 21 | Jalsu Nanak to towards Banwarla- Antroli Highway PyauKm 0/0 to 2/0 |
| 22 | Chandaroon to Towards Naiko, Bhambhuo and Dhanduo Ki Dhani Km 0/0 to 2/500 |
| 23 | Sevako andGodaron ki Dhani (Ramgarh) to Towards Jawla km 0/0 to 3/100 |
| 24 | Kirad to Shiv Mandir Towards Jajunda ki Dhani Km 0/0 to 1/0 |
| 25 | Water Bound MacadamSub-base/base with Stone Screening WBM Grading-2 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 Mechanical Means |
| 26 | NH 458 toTowards Gundisar Km 0/0 to 1/500 |
| 27 | Jalsu Nanak to towards Banwarla- Antroli Highway PyauKm 0/0 to 2/0 |
| 28 | Chandaroon to Towards Naiko, Bhambhuo and Dhanduo Ki Dhani Km 0/0 to 2/500 |
| 29 | Sevako andGodaron ki Dhani (Ramgarh) to Towards Jawla km 0/0 to 3/100 |
| 30 | Kirad to Shiv Mandir Towards Jajunda ki Dhani Km 0/0 to 1/0 |
| 31 | 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 |
| 32 | NH 458 toTowards Gundisar Km 0/0 to 1/500 |
| 33 | Jalsu Nanak to towards Banwarla- Antroli Highway PyauKm 0/0 to 2/0 |
| 34 | Chandaroon to Towards Naiko, Bhambhuo and Dhanduo Ki Dhani Km 0/0 to 2/500 |
| 35 | Sevako andGodaron ki Dhani (Ramgarh) to Towards Jawla km 0/0 to 3/100 |
| 36 | Kirad to Shiv Mandir Towards Jajunda ki Dhani Km 0/0 to 1/0 |
| 37 | 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. |
| 38 | NH 458 toTowards Gundisar Km 0/0 to 1/500 |
| 39 | Jalsu Nanak to towards Banwarla- Antroli Highway PyauKm 0/0 to 2/0 |
| 40 | Chandaroon to Towards Naiko, Bhambhuo and Dhanduo Ki Dhani Km 0/0 to 2/500 |
| 41 | Sevako andGodaron ki Dhani (Ramgarh) to Towards Jawla km 0/0 to 3/100 |
| 42 | Kirad to Shiv Mandir Towards Jajunda ki Dhani Km 0/0 to 1/0 |
| 43 | 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) |
| 44 | NH 458 toTowards Gundisar Km 0/0 to 1/500 |
| 45 | Jalsu Nanak to towards Banwarla- Antroli Highway PyauKm 0/0 to 2/0 |
| 46 | Chandaroon to Towards Naiko, Bhambhuo and Dhanduo Ki Dhani Km 0/0 to 2/500 |
| 47 | Sevako andGodaron ki Dhani (Ramgarh) to Towards Jawla km 0/0 to 3/100 |
| 48 | Kirad to Shiv Mandir Towards Jajunda ki Dhani Km 0/0 to 1/0 |
| 49 | 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) |
| 50 | NH 458 toTowards Gundisar Km 0/0 to 1/500 |
| 51 | Jalsu Nanak to towards Banwarla- Antroli Highway PyauKm 0/0 to 2/0 |
| 52 | Chandaroon to Towards Naiko, Bhambhuo and Dhanduo Ki Dhani Km 0/0 to 2/500 |
| 53 | Sevako andGodaron ki Dhani (Ramgarh) to Towards Jawla km 0/0 to 3/100 |
| 54 | Kirad to Shiv Mandir Towards Jajunda ki Dhani Km 0/0 to 1/0 |
| 55 | 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 |
| 56 | NH 458 toTowards Gundisar Km 0/0 to 1/500 |
| 57 | Jalsu Nanak to towards Banwarla- Antroli Highway PyauKm 0/0 to 2/0 |
| 58 | Chandaroon to Towards Naiko, Bhambhuo and Dhanduo Ki Dhani Km 0/0 to 2/500 |
| 59 | Kirad to Shiv Mandir Towards Jajunda ki Dhani Km 0/0 to 1/0 |
| 60 | 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 |
| 61 | 5th Kilometre Stone (precast) |
| 62 | NH 458 toTowards Gundisar Km 0/0 to 1/500 |
| 63 | Jalsu Nanak to towards Banwarla- Antroli Highway PyauKm 0/0 to 2/0 |
| 64 | Chandaroon to Towards Naiko, Bhambhuo and Dhanduo Ki Dhani Km 0/0 to 2/500 |
| 65 | Kirad to Shiv Mandir Towards Jajunda ki Dhani Km 0/0 to 1/0 |
| 66 | Ordinary Kilometer Stone (Precast) |
| 67 | NH 458 toTowards Gundisar Km 0/0 to 1/500 |
| 68 | Jalsu Nanak to towards Banwarla- Antroli Highway PyauKm 0/0 to 2/0 |
| 69 | Chandaroon to Towards Naiko, Bhambhuo and Dhanduo Ki Dhani Km 0/0 to 2/500 |
| 70 | Sevako andGodaron ki Dhani (Ramgarh) to Towards Jawla km 0/0 to 3/100 |
| 71 | Kirad to Shiv Mandir Towards Jajunda ki Dhani Km 0/0 to 1/0 |
| 72 | 200 m stone (precast) |
| 73 | NH 458 toTowards Gundisar Km 0/0 to 1/500 |
| 74 | Jalsu Nanak to towards Banwarla- Antroli Highway PyauKm 0/0 to 2/0 |
| 75 | Chandaroon to Towards Naiko, Bhambhuo and Dhanduo Ki Dhani Km 0/0 to 2/500 |
| 76 | Sevako andGodaron ki Dhani (Ramgarh) to Towards Jawla km 0/0 to 3/100 |
| 77 | Kirad to Shiv Mandir Towards Jajunda ki Dhani Km 0/0 to 1/0 |
| 78 | Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing and Specifications. 900 mm equilateral triangle. |
| 79 | NH 458 toTowards Gundisar Km 0/0 to 1/500 |
| 80 | Jalsu Nanak to towards Banwarla- Antroli Highway PyauKm 0/0 to 2/0 |
| 81 | Chandaroon to Towards Naiko, Bhambhuo and Dhanduo Ki Dhani Km 0/0 to 2/500 |
| 82 | Sevako andGodaron ki Dhani (Ramgarh) to Towards Jawla km 0/0 to 3/100 |
| 83 | Kirad to Shiv Mandir Towards Jajunda ki Dhani Km 0/0 to 1/0 |
| 84 | 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 |
| 85 | NH 458 toTowards Gundisar Km 0/0 to 1/500 |
| 86 | Jalsu Nanak to towards Banwarla- Antroli Highway PyauKm 0/0 to 2/0 |
| 87 | Chandaroon to Towards Naiko, Bhambhuo and Dhanduo Ki Dhani Km 0/0 to 2/500 |
| 88 | Sevako andGodaron ki Dhani (Ramgarh) to Towards Jawla km 0/0 to 3/100 |
| 89 | Kirad to Shiv Mandir Towards Jajunda ki Dhani Km 0/0 to 1/0 |
| 90 | Providing and fixing Mukhya Mantri Sadak Yojana/ Mahatma Gandhi Rajya Sadak Yojana informatory sign board with logo for roads funded by State road fund having M.S. Definition plate of 1.60 mm thickness frame to steel hollow dsection of 75mm x 75mm, 2.5m long stove enamelled paint with 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 ground levelincluding lettering / writing and painting etc. complete in all respect.as per MoRTH Specification Clause 801. |
| 91 | NH 458 toTowards Gundisar Km 0/0 to 1/500 |
| 92 | Jalsu Nanak to towards Banwarla- Antroli Highway PyauKm 0/0 to 2/0 |
| 93 | Chandaroon to Towards Naiko, Bhambhuo and Dhanduo Ki Dhani Km 0/0 to 2/500 |
| 94 | Sevako andGodaron ki Dhani (Ramgarh) to Towards Jawla km 0/0 to 3/100 |
| 95 | Kirad to Shiv Mandir Towards Jajunda ki Dhani Km 0/0 to 1/0 |
| 96 | Construction of speed breaker of IRC standard having width of 3.70 M including cost of stone aggregate (50-25mm) size hire charges for roller for consolidation and compaction and other machines required for the work (including cost of bitumen) |
| 97 | NH 458 toTowards Gundisar Km 0/0 to 1/500 |
| 98 | Jalsu Nanak to towards Banwarla- Antroli Highway PyauKm 0/0 to 2/0 |
| 99 | Chandaroon to Towards Naiko, Bhambhuo and Dhanduo Ki Dhani Km 0/0 to 2/500 |
| 100 | Sevako andGodaron ki Dhani (Ramgarh) to Towards Jawla km 0/0 to 3/100 |
| 101 | Kirad to Shiv Mandir Towards Jajunda ki Dhani Km 0/0 to 1/0 |
| 102 | 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 |
| 103 | Sevako andGodaron ki Dhani (Ramgarh) to Towards Jawla km 0/0 to 3/100 |
| 104 | Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and MoRTH specification Clause 2903 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary soil Upto 3 m depth |
| 105 | Sevako andGodaron ki Dhani (Ramgarh) to Towards Jawla km 0/0 to 3/100 |
| 106 | Type A (Concrete Cradle) Bedding Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 2904 (ii) P.C.C grade M 15 Nominal mix 1:2.5:5 (Hand mixing) |
| 107 | Sevako andGodaron ki Dhani (Ramgarh) to Towards Jawla km 0/0 to 3/100 |
| 108 | Stone Masonry Work in cement mortar in foundation of Head walls complete as per drawing and MoRTH specification Clasue 2908 In 1:4 cement mortar Coursed rubble masonry (2nd sort) In 1:4 cement mortar |
| 109 | Sevako andGodaron ki Dhani (Ramgarh) to Towards Jawla km 0/0 to 3/100 |
| 110 | Pointing with Cement Mortar (1:3) on brickwork as per MoRTH specification Clause 1312.3 |
| 111 | Sevako andGodaron ki Dhani (Ramgarh) to Towards Jawla km 0/0 to 3/100 |
| 112 | Providing PCC M20 Architectural Coping on the top of wing wall, return wall etc. complete as per drawing and MoRTH specification Clause 1313 50 mm thick |
| 113 | Sevako andGodaron ki Dhani (Ramgarh) to Towards Jawla km 0/0 to 3/100 |
