Construction Of Ml/Np Road Under Package No. Rj-24-18/Np/Ml/2025-26 District Nagaur - 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 Mewra to Bikharniya Road Km 0/0 to 5/800 3 Saneriya to Peeh Road Km 0/0 to 1/500 4 SH-60 Km 34 to Saneriya Road Km 5/0 to 6/0 5 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 6 Mewra to Bikharniya Road Km 0/0 to 5/800 7 Saneriya to Peeh Road Km 0/0 to 1/500 8 Excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per MoRTH Specification Clause 301.3 9 Mewra to Bikharniya Road Km 0/0 to 5/800 10 Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compactionground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 305.3.4 as per MoRTH Specification Clause 301.3.11 11 Saneriya to Peeh Road Km 0/0 to 1/500 12 SH-60 Km 34 to Saneriya Road Km 5/0 to 6/0 13 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 14 Mewra to Bikharniya Road Km 0/0 to 5/800 15 Saneriya to Peeh Road Km 0/0 to 1/500 16 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 17 Mewra to Bikharniya Road Km 0/0 to 5/800 18 Saneriya to Peeh Road Km 0/0 to 1/500 19 SH-60 Km 34 to Saneriya Road Km 5/0 to 6/0 20 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 21 Mewra to Bikharniya Road Km 0/0 to 5/800 22 SH-60 Km 34 to Saneriya Road Km 5/0 to 6/0 23 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 24 Mewra to Bikharniya Road Km 0/0 to 5/800 25 Saneriya to Peeh Road Km 0/0 to 1/500 26 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 27 Mewra to Bikharniya Road Km 0/0 to 5/800 28 Saneriya to Peeh Road Km 0/0 to 1/500 29 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. 30 Mewra to Bikharniya Road Km 0/0 to 5/800 31 Saneriya to Peeh Road Km 0/0 to 1/500 32 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) 33 Mewra to Bikharniya Road Km 0/0 to 5/800 34 Saneriya to Peeh Road Km 0/0 to 1/500 35 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) 36 Mewra to Bikharniya Road Km 0/0 to 5/800 37 Saneriya to Peeh Road Km 0/0 to 1/500 38 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 39 Mewra to Bikharniya Road Km 0/0 to 5/800 40 Saneriya to Peeh Road Km 0/0 to 1/500 41 SH-60 Km 34 to Saneriya Road Km 5/0 to 6/0 42 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 43 5th Kilometre Stone (precast) 44 Mewra to Bikharniya Road Km 0/0 to 5/800 45 Ordinary Kilometer Stone (Precast) 46 Mewra to Bikharniya Road Km 0/0 to 5/800 47 Saneriya to Peeh Road Km 0/0 to 1/500 48 SH-60 Km 34 to Saneriya Road Km 5/0 to 6/0 49 200 m stone (precast) 50 Mewra to Bikharniya Road Km 0/0 to 5/800 51 Saneriya to Peeh Road Km 0/0 to 1/500 52 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. 53 Mewra to Bikharniya Road Km 0/0 to 5/800 54 Saneriya to Peeh Road Km 0/0 to 1/500 55 SH-60 Km 34 to Saneriya Road Km 5/0 to 6/0 56 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 57 Mewra to Bikharniya Road Km 0/0 to 5/800 58 Saneriya to Peeh Road Km 0/0 to 1/500 59 SH-60 Km 34 to Saneriya Road Km 5/0 to 6/0 60 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. 61 Mewra to Bikharniya Road Km 0/0 to 5/800 62 Saneriya to Peeh Road Km 0/0 to 1/500 63 SH-60 Km 34 to Saneriya Road Km 5/0 to 6/0 64 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. 65 Mewra to Bikharniya Road Km 0/0 to 5/800 66 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) 67 Mewra to Bikharniya Road Km 0/0 to 5/800 68 Saneriya to Peeh Road Km 0/0 to 1/500
