Permanent Restoration Work on Various Roads Under Packge No. RJ-24-04/PR/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 earlier and 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.

Ramsari to Edwa Road Km 0/0 to 3/500

Badi Ghati-Kila-Thanwala Via Siriwalon ki Dhani Km 3/0 to 7/300

Harosr to Bhanwal Charna Km 0/0 to 4/300

Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground 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

Ramsari to Edwa Road Km 0/0 to 3/500

Harosr to Bhanwal Charna Km 0/0 to 4/300

Excavation for roadwork in soil with hydraulic excavator of 0.9 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

Ramsari to Edwa Road Km 0/0 to 3/500

Badi Ghati-Kila-Thanwala Via Siriwalon ki Dhani Km 3/0 to 7/300

Harosr to Bhanwal Charna Km 0/0 to 4/300

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

Badi Ghati-Kila-Thanwala Via Siriwalon ki Dhani Km 3/0 to 7/300

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

Ramsari to Edwa Road Km 0/0 to 3/500

Badi Ghati-Kila-Thanwala Via Siriwalon ki Dhani Km 3/0 to 7/300

Harosr to Bhanwal Charna Km 0/0 to 4/300

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 rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRTH Specification Clause 401. For Grading III Material

Ramsari to Edwa Road Km 0/0 to 3/500

Badi Ghati-Kila-Thanwala Via Siriwalon ki Dhani Km 3/0 to 7/300

Harosr to Bhanwal Charna Km 0/0 to 4/300

Water Bound Macadam Sub-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 smooth wheel 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

Ramsari to Edwa Road Km 0/0 to 3/500

Badi Ghati-Kila-Thanwala Via Siriwalon ki Dhani Km 3/0 to 7/300

Harosr to Bhanwal Charna Km 0/0 to 4/300

Water Bound Macadam Sub-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 smooth wheel 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

Ramsari to Edwa Road Km 0/0 to 3/500

Badi Ghati-Kila-Thanwala Via Siriwalon ki Dhani Km 3/0 to 7/300

Harosr to Bhanwal Charna Km 0/0 to 4/300

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

Ramsari to Edwa Road Km 0/0 to 3/500

Badi Ghati-Kila-Thanwala Via Siriwalon ki Dhani Km 3/0 to 7/300

Harosr to Bhanwal Charna Km 0/0 to 4/300

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor 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.

Ramsari to Edwa Road Km 0/0 to 3/500

Badi Ghati-Kila-Thanwala Via Siriwalon ki Dhani Km 3/0 to 7/300

Harosr to Bhanwal Charna Km 0/0 to 4/300

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 - II By Mechanical Means. Bitumen (VG-30)

Ramsari to Edwa Road Km 0/0 to 3/500

Badi Ghati-Kila-Thanwala Via Siriwalon ki Dhani Km 3/0 to 7/300

Harosr to Bhanwal Charna Km 0/0 to 4/300

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)

Ramsari to Edwa Road Km 0/0 to 3/500

Badi Ghati-Kila-Thanwala Via Siriwalon ki Dhani Km 3/0 to 7/300

Harosr to Bhanwal Charna Km 0/0 to 4/300

Construction of un-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 drawing and MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments (Dowel Bars will be paid seprately)

Ramsari to Edwa Road Km 0/0 to 3/500

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.

Ramsari to Edwa Road Km 0/0 to 3/500

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

Badi Ghati-Kila-Thanwala Via Siriwalon ki Dhani Km 3/0 to 7/300

Providing and Laying of Interlocking M-30 grade Concrete Block Pavements having thickness 100 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

Harosr to Bhanwal Charna Km 0/0 to 4/300

Reinforced cement concrete M15 grade 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)

Ramsari to Edwa Road Km 0/0 to 3/500

Badi Ghati-Kila-Thanwala Via Siriwalon ki Dhani Km 3/0 to 7/300

Harosr to Bhanwal Charna Km 0/0 to 4/300

200 m stone (precast)

Ramsari to Edwa Road Km 0/0 to 3/500

Badi Ghati-Kila-Thanwala Via Siriwalon ki Dhani Km 3/0 to 7/300

Harosr to Bhanwal Charna Km 0/0 to 4/300

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.

Ramsari to Edwa Road Km 0/0 to 3/500

Badi Ghati-Kila-Thanwala Via Siriwalon ki Dhani Km 3/0 to 7/300

Harosr to Bhanwal Charna Km 0/0 to 4/300

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 Square tube 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

Ramsari to Edwa Road Km 0/0 to 3/500

Badi Ghati-Kila-Thanwala Via Siriwalon ki Dhani Km 3/0 to 7/300

Harosr to Bhanwal Charna Km 0/0 to 4/300

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 block 45 cm x 45 cm x 60 cm, 60 cm below ground level including lettering / writing and painting etc. complete in all respect.as per MoRTH Specification Clause 801.

Ramsari to Edwa Road Km 0/0 to 3/500

Badi Ghati-Kila-Thanwala Via Siriwalon ki Dhani Km 3/0 to 7/300

Harosr to Bhanwal Charna Km 0/0 to 4/300

Providing and laying Precast reinforced cement concrete Box culvert section of M-40 grade designed for 'AA' class loading as per IRC specifications including to effect of impact, EQ etc. complete on firm base of 200mm thick lean concrete of M-10 grade with aggregate of size 40mm nominal of following internal size the work includes required safety measures cost of design of RCC Precast Box and its proof checking from IIT / NIT / Government Engineer College complete in all respect as per specifications. Size 0.75 M x 0.75 M

Badi Ghati-Kila-Thanwala Via Siriwalon ki Dhani Km 3/0 to 7/300

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

Badi Ghati-Kila-Thanwala Via Siriwalon ki Dhani Km 3/0 to 7/300

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

Badi Ghati-Kila-Thanwala Via Siriwalon ki Dhani Km 3/0 to 7/300

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

Badi Ghati-Kila-Thanwala Via Siriwalon ki Dhani Km 3/0 to 7/300

Pointing with Cement Mortar (1:3) on brickwork as per MoRTH specification Clause 1312.3

Badi Ghati-Kila-Thanwala Via Siriwalon ki Dhani Km 3/0 to 7/300

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

Badi Ghati-Kila-Thanwala Via Siriwalon ki Dhani Km 3/0 to 7/300