Construction Of Ml/Np Road Under Package No. Rj-24-23/Np/Ml/2025-26 District Nagaur - Clearing and Grubbing Road Land : 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 Sogawas to Gangarda via Bedawari kallan in km 0/0 to 3/0 3 Gotan Harsolaw in km 0/0 to 2/0 4 Gotan Harsolaw in km 3/0 to 8/0 5 Gagurda to Brekeri Nadi inkm 0/0 to 1/500 6 Harsolaw to Jetmalon ki Dhani in km 0/0 to 3/0 7 Dismantling of Flexible Pavements 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 8 Sogawas to Gangarda via Bedawari kallan in km 0/0 to 3/0 9 Gotan Harsolaw in km 0/0 to 2/0 10 Gotan Harsolaw in km 3/0 to 8/0 11 Excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity incl. cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades & cross-sections, & transporting to the embankment location with a lift upto 1.5 m & lead upto 1000 m as per MoRTH Specification Clause 301.3 12 Gotan Harsolaw in km 0/0 to 2/0 13 Gotan Harsolaw in km 3/0 to 8/0 14 Construction of Embankment with Material Obtained from Borrow Pits 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 15 Gagurda to Brekeri Nadi inkm 0/0 to 1/500 16 Harsolaw to Jetmalon ki Dhani in km 0/0 to 3/0 17 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.(iii) For Grading IIIMaterial 18 Sogawas to Gangarda via Bedawari kallan in km 0/0 to 3/0 19 Gotan Harsolaw in km 0/0 to 2/0 20 Gotan Harsolaw in km 3/0 to 8/0 21 Gagurda to Brekeri Nadi inkm 0/0 to 1/500 22 Harsolaw to Jetmalon ki Dhani in km 0/0 to 3/0 23 WaterBoundMacadam Sub-base/base with Stone Screening WBM Grading 1Providing, 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 80-100kN 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 (B)By Mechanical Means 24 Sogawas to Gangarda via Bedawari kallan in km 0/0 to 3/0 25 Gotan Harsolaw in km 0/0 to 2/0 26 Gotan Harsolaw in km 3/0 to 8/0 27 Gagurda to Brekeri Nadi inkm 0/0 to 1/500 28 Harsolaw to Jetmalon ki Dhani in km 0/0 to 3/0 29 WaterBoundMacadam Sub-base/base with Stone Screening WBM Grading 2Providing, 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 80-100kN 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 (B)By Mechanical Means 30 Sogawas to Gangarda via Bedawari kallan in km 0/0 to 3/0 31 Gotan Harsolaw in km 0/0 to 2/0 32 Gotan Harsolaw in km 3/0 to 8/0 33 Gagurda to Brekeri Nadi inkm 0/0 to 1/500 34 Harsolaw to Jetmalon ki Dhani in km 0/0 to 3/0 35 Primer Coat 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 36 Sogawas to Gangarda via Bedawari kallan in km 0/0 to 3/0 37 Gotan Harsolaw in km 0/0 to 2/0 38 Gotan Harsolaw in km 3/0 to 8/0 39 Gagurda to Brekeri Nadi inkm 0/0 to 1/500 40 Harsolaw to Jetmalon ki Dhani in km 0/0 to 3/0 41 Tack coat 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. 42 Sogawas to Gangarda via Bedawari kallan in km 0/0 to 3/0 43 Gotan Harsolaw in km 0/0 to 2/0 44 Gotan Harsolaw in km 3/0 to 8/0 45 Gagurda to Brekeri Nadi inkm 0/0 to 1/500 46 Harsolaw to Jetmalon ki Dhani in km 0/0 to 3/0 47 20mm thick Open-Graded Premix Carpet using Bituminous (Viscosity grade/modified bitumen) Binder 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) 48 Sogawas to Gangarda via Bedawari kallan in km 0/0 to 3/0 49 Gotan Harsolaw in km 0/0 to 2/0 50 Gotan Harsolaw in km 3/0 to 8/0 51 Gagurda to Brekeri Nadi inkm 0/0 to 1/500 52 Harsolaw to Jetmalon ki Dhani in km 0/0 to 3/0 53 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 By Mechanical Means(B) By Mechanical Means Case - II -Type-B) Bitumen (VG-30) 54 Sogawas to Gangarda via Bedawari kallan in km 0/0 to 3/0 55 Gotan Harsolaw in km 0/0 to 2/0 56 Gotan Harsolaw in km 3/0 to 8/0 57 Gagurda to Brekeri Nadi inkm 0/0 to 1/500 58 Harsolaw to Jetmalon ki Dhani in km 0/0 to 3/0 59 KilometreStone 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 60 5th Kilometre Stone (precast) 61 Gotan Harsolaw in km 3/0 to 8/0 62 Ordinary Kilometer Stone (Precast) 63 Sogawas to Gangarda via Bedawari kallan in km 0/0 to 3/0 64 Gotan Harsolaw in km 0/0 to 2/0 65 Gotan Harsolaw in km 3/0 to 8/0 66 Gagurda to Brekeri Nadi inkm 0/0 to 1/500 67 Harsolaw to Jetmalon ki Dhani in km 0/0 to 3/0 68 200 Mts Stone 69 Sogawas to Gangarda via Bedawari kallan in km 0/0 to 3/0 70 Gotan Harsolaw in km 0/0 to 2/0 71 Gotan Harsolaw in km 3/0 to 8/0 72 Gagurda to Brekeri Nadi inkm 0/0 to 1/500 73 Harsolaw to Jetmalon ki Dhani in km 0/0 to 3/0 74 Providing & 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. 75 Sogawas to Gangarda via Bedawari kallan in km 0/0 to 3/0 76 Gotan Harsolaw in km 0/0 to 2/0 77 Gotan Harsolaw in km 3/0 to 8/0 78 Traffic Signs 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 aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRTH Specification Clause 801 79 Gagurda to Brekeri Nadi inkm 0/0 to 1/500 80 Harsolaw to Jetmalon ki Dhani in km 0/0 to 3/0 81 Direction and place identification signs more than 0.90 sqm sign board Providing and erecting direction and place identification of semi reflective sign boards as perIRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade of required shade and colour.Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS 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 with size more than 0.9 sqm size board 82 Gagurda to Brekeri Nadi inkm 0/0 to 1/500 83 Harsolaw to Jetmalon ki Dhani in km 0/0 to 3/0 84 Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1. fixed over aluminium sheeting, 2 mm thickwith areanot exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly 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 85 Sogawas to Gangarda via Bedawari kallan in km 0/0 to 3/0 86 Gotan Harsolaw in km 0/0 to 2/0 87 Gotan Harsolaw in km 3/0 to 8/0 88 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. 89 Sogawas to Gangarda via Bedawari kallan in km 0/0 to 3/0 90 Gotan Harsolaw in km 0/0 to 2/0 91 Gotan Harsolaw in km 3/0 to 8/0 92 Gagurda to Brekeri Nadi inkm 0/0 to 1/500 93 Harsolaw to Jetmalon ki Dhani in km 0/0 to 3/0 94 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) 95 Sogawas to Gangarda via Bedawari kallan in km 0/0 to 3/0 96 Gotan Harsolaw in km 0/0 to 2/0 97 Gotan Harsolaw in km 3/0 to 8/0 98 Gagurda to Brekeri Nadi inkm 0/0 to 1/500 99 Harsolaw to Jetmalon ki Dhani in km 0/0 to 3/0 100 Netriya to Panchroliya in km 0/0 to 4/0 101 Providing and Laying Reinforce Cement Concrete Pipe NP3 as per design in Single RowProviding 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. 102 Sogawas to Gangarda via Bedawari kallan in km 0/0 to 3/0 103 Gagurda to Brekeri Nadi inkm 0/0 to 1/500 104 Harsolaw to Jetmalon ki Dhani in km 0/0 to 3/0 105 Providing & laying Precast reinforced cement concrete Box culvert section of M-40 grade designed for AA class loading as per IRC specifications incl. 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 106 Gagurda to Brekeri Nadi inkm 0/0 to 1/500 107 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. 108 Gotan Harsolaw in km 0/0 to 2/0 109 Gotan Harsolaw in km 3/0 to 8/0
