Tender For Rj-01-04/Ml-Np/25-26/Kekri - Construction of Non Patchable/Missing Link in Various Roads inAjmer District [Pakage No : RJ-01-04/ML-NP/2025-26/Kekri] Sl. No. Item Description 1 ROAD WORK 2 PARITUCLARS 3 Clearing and grubbing road land including uprooting rank vegetation, grass, bush, shrubs, saplings and trees of girth upto 300mm, removal of stumps, disposal of unserviceable material and stacking of serviceable material upto 1000 m from road boundry as per MoRTH Specification : 201 By Mechanical Means In area of thorny jungle 4 (1) Bandanwada Bhinai road to Chachundra Km 0/00 to 1/500 5 (2) Bandanwada to Sedariya 6 (3) Udaigarh Khera Bus Stand to Heerapura 7 (4) Approach road Padanga 8 (5)Bhinai Bandanwada road to Daultpura 9 (6) Solkhurd to Khayda 10 (7) Devlaiya to Itadia Border 0/00 to 5/00 11 Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per MoRTH Specification Clause 305.4.3 12 (1) Bandanwada Bhinai road to Chachundra Km 0/00 to 1/500 13 (3) Udaigarh Khera Bus Stand to Heerapura 14 (4) Approach road Padanga 15 (5)Bhinai Bandanwada road to Daultpura 16 (6) Solkhurd to Khayda 17 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 18 (1) Bandanwada Bhinai road to Chachundra Km 0/00 to 1/500 19 (2) Bandanwada to Sedariya 20 (3) Udaigarh Khera Bus Stand to Heerapura 21 (4) Approach road Padanga 22 (5)Bhinai Bandanwada road to Daultpura 23 (6) Solkhurd to Khayda 24 (7) Devlaiya to Itadia Border 0/00 to 5/00 25 Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means. 26 (2) Bandanwada to Sedariya 27 (3) Udaigarh Khera Bus Stand to Heerapura 28 (4) Approach road Padanga 29 (6) Solkhurd to Khayda 30 (7) Devlaiya to Itadia Border 0/00 to 5/00 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 (1) Bandanwada Bhinai road to Chachundra Km 0/00 to 1/500 33 (2) Bandanwada to Sedariya 34 (3) Udaigarh Khera Bus Stand to Heerapura 35 (4) Approach road Padanga 36 (5)Bhinai Bandanwada road to Daultpura 37 (6) Solkhurd to Khayda 38 (7) Devlaiya to Itadia Border 0/00 to 5/00 39 Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406. By Mechanical Means with all lead 40 (1) Bandanwada Bhinai road to Chachundra Km 0/00 to 1/500 41 (2) Bandanwada to Sedariya 42 (3) Udaigarh Khera Bus Stand to Heerapura 43 (4) Approach road Padanga 44 (5)Bhinai Bandanwada road to Daultpura 45 (6) Solkhurd to Khayda 46 (7) Devlaiya to Itadia Border 0/00 to 5/00 47 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 48 (1) Bandanwada Bhinai road to Chachundra Km 0/00 to 1/500 49 (2) Bandanwada to Sedariya 50 (3) Udaigarh Khera Bus Stand to Heerapura 51 (4) Approach road Padanga 52 (5)Bhinai Bandanwada road to Daultpura 53 (6) Solkhurd to Khayda 54 (7) Devlaiya to Itadia Border 0/00 to 5/00 55 Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsion distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per MoRTH Specification Clause 503. 56 (1) Bandanwada Bhinai road to Chachundra Km 0/00 to 1/500 57 (2) Bandanwada to Sedariya 58 (3) Udaigarh Khera Bus Stand to Heerapura 59 (4) Approach road Padanga 60 (5)Bhinai Bandanwada road to Daultpura 61 (6) Solkhurd to Khayda 62 (7) Devlaiya to Itadia Border 0/00 to 5/00 63 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) 64 (1) Bandanwada Bhinai road to Chachundra Km 0/00 to 1/500 65 (2) Bandanwada to Sedariya 66 (3) Udaigarh Khera Bus Stand to Heerapura 67 (4) Approach road Padanga 68 (5)Bhinai Bandanwada road to Daultpura 69 (6) Solkhurd to Khayda 70 (7) Devlaiya to Itadia Border 0/00 to 5/00 71 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) 72 (1) Bandanwada Bhinai road to Chachundra Km 0/00 to 1/500 73 (2) Bandanwada to Sedariya 74 (3) Udaigarh Khera Bus Stand to Heerapura 75 (4) Approach road Padanga 76 (5)Bhinai Bandanwada road to Daultpura 77 (6) Solkhurd to Khayda 78 (7) Devlaiya to Itadia Border 0/00 to 5/00 79 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. 600 mm dia 80 (1) Bandanwada Bhinai road to Chachundra Km 0/00 to 1/500 81 (2) Bandanwada to Sedariya 82 (3) Udaigarh Khera Bus Stand to Heerapura 83 (5)Bhinai Bandanwada road to Daultpura 84 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 85 Ordinary km stone(Precast) 86 (1) Bandanwada Bhinai road to Chachundra Km 0/00 to 1/500 87 (2) Bandanwada to Sedariya 88 (3) Udaigarh Khera Bus Stand to Heerapura 89 (4) Approach road Padanga 90 (5)Bhinai Bandanwada road to Daultpura 91 (6) Solkhurd to Khayda 92 (7) Devlaiya to Itadia Border 0/00 to 5/00 93 200 m stone (Precast) 94 (1) Bandanwada Bhinai road to Chachundra Km 0/00 to 1/500 95 (2) Bandanwada to Sedariya 96 (3) Udaigarh Khera Bus Stand to Heerapura 97 (4) Approach road Padanga 98 (5)Bhinai Bandanwada road to Daultpura 99 (6) Solkhurd to Khayda 100 (7) Devlaiya to Itadia Border 0/00 to 5/00 101 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 temperature160C with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements. 102 (1) Bandanwada Bhinai road to Chachundra Km 0/00 to 1/500 103 (2) Bandanwada to Sedariya 104 (3) Udaigarh Khera Bus Stand to Heerapura 105 (4) Approach road Padanga 106 (5)Bhinai Bandanwada road to Daultpura 107 (6) Solkhurd to Khayda 108 (7) Devlaiya to Itadia Border 0/00 to 5/00 109 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 110 (1) Bandanwada Bhinai road to Chachundra Km 0/00 to 1/500 111 (2) Bandanwada to Sedariya 112 (3) Udaigarh Khera Bus Stand to Heerapura 113 (4) Approach road Padanga 114 (5)Bhinai Bandanwada road to Daultpura 115 (6) Solkhurd to Khayda 116 (7) Devlaiya to Itadia Border 0/00 to 5/00 117 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 118 (1) Bandanwada Bhinai road to Chachundra Km 0/00 to 1/500 119 (5)Bhinai Bandanwada road to Daultpura 120 (6) Solkhurd to Khayda 121 (7) Devlaiya to Itadia Border 0/00 to 5/00 122 Supplying and Fixing of Cat’s Eye made of aluminium alloy size 75x100x22 mm having 21 biconvex lenses embedded in circular disk of ABS plastic on each side. 123 (1) Bandanwada Bhinai road to Chachundra Km 0/00 to 1/500 124 (3) Udaigarh Khera Bus Stand to Heerapura 125 (4) Approach road Padanga 126 (5)Bhinai Bandanwada road to Daultpura 127 (6) Solkhurd to Khayda 128 (7) Devlaiya to Itadia Border 0/00 to 5/00 129 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. 130 (1) Bandanwada Bhinai road to Chachundra Km 0/00 to 1/500 131 (2) Bandanwada to Sedariya 132 (3) Udaigarh Khera Bus Stand to Heerapura 133 (4) Approach road Padanga 134 (5)Bhinai Bandanwada road to Daultpura 135 (6) Solkhurd to Khayda 136 (7) Devlaiya to Itadia Border 0/00 to 5/00 137 Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately 138 (6) Solkhurd to Khayda 139 Construction ofun-reinforced , plain cement concrete pavement M30 (Grade), thickness as per design, over a prepared sub base, with 43/53 grade cementas per Clause 602, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a in fullyautomatic Batching Plant andtransported to site intransit mixer for having continuous agitated mixer, manufactured as per approved mix designincluding pumping of R.M.C. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge laid with a Fixed Form Paver (laying and fixing of 125 micron thick polythene Film 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). 140 (2) Bandanwada to Sedariya 141 (3) Udaigarh Khera Bus Stand to Heerapura 142 (4) Approach road Padanga 143 (6) Solkhurd to Khayda 144 (7) Devlaiya to Itadia Border 0/00 to 5/00 145 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. 300 mm dia 146 (2) Bandanwada to Sedariya 147 (4) Approach road Padanga 148 (6) Solkhurd to Khayda 149 (7) Devlaiya to Itadia Border 0/00 to 5/00
