tender for Rj-01-03/Ml-Np/25-26/Kekri - Construction of Non Patchable/Missing Link in Various Roads inAjmer District [Pakage No : RJ-01-03/ML-NP/2025-26/Kekri] Sl. No. Item Description 1 ROAD WORK 2 PARITUCLARS 3 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 4 (1)Kohda to Raghunathpura Road Km 0/00 to 1/200 5 (2)A/R Virvada to Kadera Road Km 0/00 to 0/950 6 (3)MDR154 to Balapura Km 0/00 to 1/00 7 (4)SH 26 to Sadara road Km 0/00 to 3/00 8 (5)Sawar to Motawala via Udaisagar Road Km 0/00 to 1/250 9 (6)Biliya to Mewda Khurd Road Km 0/00 to 2/250 10 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 11 (1)Kohda to Raghunathpura Road Km 0/00 to 1/200 12 (2)A/R Virvada to Kadera Road Km 0/00 to 0/950 13 (3)MDR154 to Balapura Km 0/00 to 1/00 14 (4)SH 26 to Sadara road Km 0/00 to 3/00 15 (5)Sawar to Motawala via Udaisagar Road Km 0/00 to 1/250 16 (6)Biliya to Mewda Khurd Road Km 0/00 to 2/250 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)Kohda to Raghunathpura Road Km 0/00 to 1/200 19 (2)A/R Virvada to Kadera Road Km 0/00 to 0/950 20 (3)MDR154 to Balapura Km 0/00 to 1/00 21 (4)SH 26 to Sadara road Km 0/00 to 3/00 22 (5)Sawar to Motawala via Udaisagar Road Km 0/00 to 1/250 23 (6)Biliya to Mewda Khurd Road Km 0/00 to 2/250 24 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. 25 (1)Kohda to Raghunathpura Road Km 0/00 to 1/200 26 (2)A/R Virvada to Kadera Road Km 0/00 to 0/950 27 (3)MDR154 to Balapura Km 0/00 to 1/00 28 (4)SH 26 to Sadara road Km 0/00 to 3/00 29 (5)Sawar to Motawala via Udaisagar Road Km 0/00 to 1/250 30 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 31 (1)Kohda to Raghunathpura Road Km 0/00 to 1/200 32 (2)A/R Virvada to Kadera Road Km 0/00 to 0/950 33 (3)MDR154 to Balapura Km 0/00 to 1/00 34 (4)SH 26 to Sadara road Km 0/00 to 3/00 35 (5)Sawar to Motawala via Udaisagar Road Km 0/00 to 1/250 36 (6)Biliya to Mewda Khurd Road Km 0/00 to 2/250 37 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 38 (1)Kohda to Raghunathpura Road Km 0/00 to 1/200 39 (2)A/R Virvada to Kadera Road Km 0/00 to 0/950 40 (3)MDR154 to Balapura Km 0/00 to 1/00 41 (4)SH 26 to Sadara road Km 0/00 to 3/00 42 (5)Sawar to Motawala via Udaisagar Road Km 0/00 to 1/250 43 (6)Biliya to Mewda Khurd Road Km 0/00 to 2/250 44 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 45 (1)Kohda to Raghunathpura Road Km 0/00 to 1/200 46 (2)A/R Virvada to Kadera Road Km 0/00 to 0/950 47 (3)MDR154 to Balapura Km 0/00 to 1/00 48 (4)SH 26 to Sadara road Km 0/00 to 3/00 49 (5)Sawar to Motawala via Udaisagar Road Km 0/00 to 1/250 50 (6)Biliya to Mewda Khurd Road Km 0/00 to 2/250 51 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. 52 (1)Kohda to Raghunathpura Road Km 0/00 to 1/200 53 (2)A/R Virvada to Kadera Road Km 0/00 to 0/950 54 (3)MDR154 to Balapura Km 0/00 to 1/00 55 (4)SH 26 to Sadara road Km 0/00 to 3/00 56 (5)Sawar to Motawala via Udaisagar Road Km 0/00 to 1/250 57 (6)Biliya to Mewda Khurd Road Km 0/00 to 2/250 58 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. Bitumen (VG-30) 59 (1)Kohda to Raghunathpura Road Km 0/00 to 1/200 60 (2)A/R Virvada to Kadera Road Km 0/00 to 0/950 61 (3)MDR154 to Balapura Km 0/00 to 1/00 62 (4)SH 26 to Sadara road Km 0/00 to 3/00 63 (5)Sawar to Motawala via Udaisagar Road Km 0/00 to 1/250 64 (6)Biliya to Mewda Khurd Road Km 0/00 to 2/250 65 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) 66 (1)Kohda to Raghunathpura Road Km 0/00 to 1/200 67 (2)A/R Virvada to Kadera Road Km 0/00 to 0/950 68 (3)MDR154 to Balapura Km 0/00 to 1/00 69 (4)SH 26 to Sadara road Km 0/00 to 3/00 70 (5)Sawar to Motawala via Udaisagar Road Km 0/00 to 1/250 71 (6)Biliya to Mewda Khurd Road Km 0/00 to 2/250 72 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 73 (3)MDR154 to Balapura Km 0/00 to 1/00 74 Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. 75 (3)MDR154 to Balapura Km 0/00 to 1/00 76 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 150 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). 77 (1)Kohda to Raghunathpura Road Km 0/00 to 1/200 78 (2)A/R Virvada to Kadera Road Km 0/00 to 0/950 79 (3)MDR154 to Balapura Km 0/00 to 1/00 80 (4)SH 26 to Sadara road Km 0/00 to 3/00 81 (5)Sawar to Motawala via Udaisagar Road Km 0/00 to 1/250 82 (6)Biliya to Mewda Khurd Road Km 0/00 to 2/250 83 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 84 (1)Kohda to Raghunathpura Road Km 0/00 to 1/200 85 (2)A/R Virvada to Kadera Road Km 0/00 to 0/950 86 (3)MDR154 to Balapura Km 0/00 to 1/00 87 (4)SH 26 to Sadara road Km 0/00 to 3/00 88 (5)Sawar to Motawala via Udaisagar Road Km 0/00 to 1/250 89 (6)Biliya to Mewda Khurd Road Km 0/00 to 2/250 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 (1)Kohda to Raghunathpura Road Km 0/00 to 1/200 92 (2)A/R Virvada to Kadera Road Km 0/00 to 0/950 93 (3)MDR154 to Balapura Km 0/00 to 1/00 94 (4)SH 26 to Sadara road Km 0/00 to 3/00 95 (5)Sawar to Motawala via Udaisagar Road Km 0/00 to 1/250 96 (6)Biliya to Mewda Khurd Road Km 0/00 to 2/250 97 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 98 (1)Kohda to Raghunathpura Road Km 0/00 to 1/200 99 (2)A/R Virvada to Kadera Road Km 0/00 to 0/950 100 (3)MDR154 to Balapura Km 0/00 to 1/00 101 (4)SH 26 to Sadara road Km 0/00 to 3/00 102 (5)Sawar to Motawala via Udaisagar Road Km 0/00 to 1/250 103 (6)Biliya to Mewda Khurd Road Km 0/00 to 2/250 104 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 105 (1)Kohda to Raghunathpura Road Km 0/00 to 1/200 106 (2)A/R Virvada to Kadera Road Km 0/00 to 0/950 107 (3)MDR154 to Balapura Km 0/00 to 1/00 108 (4)SH 26 to Sadara road Km 0/00 to 3/00 109 (5)Sawar to Motawala via Udaisagar Road Km 0/00 to 1/250 110 (6)Biliya to Mewda Khurd Road Km 0/00 to 2/250 111 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 801 112 Ordinary km stone 113 (1)Kohda to Raghunathpura Road Km 0/00 to 1/200 114 (2)A/R Virvada to Kadera Road Km 0/00 to 0/950 115 (3)MDR154 to Balapura Km 0/00 to 1/00 116 (4)SH 26 to Sadara road Km 0/00 to 3/00 117 (5)Sawar to Motawala via Udaisagar Road Km 0/00 to 1/250 118 (6)Biliya to Mewda Khurd Road Km 0/00 to 2/250 119 200 m stone 120 (1)Kohda to Raghunathpura Road Km 0/00 to 1/200 121 (2)A/R Virvada to Kadera Road Km 0/00 to 0/950 122 (3)MDR154 to Balapura Km 0/00 to 1/00 123 (4)SH 26 to Sadara road Km 0/00 to 3/00 124 (5)Sawar to Motawala via Udaisagar Road Km 0/00 to 1/250 125 (6)Biliya to Mewda Khurd Road Km 0/00 to 2/250 126 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. 127 (1)Kohda to Raghunathpura Road Km 0/00 to 1/200 128 (2)A/R Virvada to Kadera Road Km 0/00 to 0/950 129 (3)MDR154 to Balapura Km 0/00 to 1/00 130 (4)SH 26 to Sadara road Km 0/00 to 3/00 131 (5)Sawar to Motawala via Udaisagar Road Km 0/00 to 1/250 132 (6)Biliya to Mewda Khurd Road Km 0/00 to 2/250 133 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. 134 (1)Kohda to Raghunathpura Road Km 0/00 to 1/200 135 (2)A/R Virvada to Kadera Road Km 0/00 to 0/950 136 (3)MDR154 to Balapura Km 0/00 to 1/00 137 (4)SH 26 to Sadara road Km 0/00 to 3/00 138 (5)Sawar to Motawala via Udaisagar Road Km 0/00 to 1/250 139 (6)Biliya to Mewda Khurd Road Km 0/00 to 2/250 140 Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. Ordinary soil Upto 3 m depth 141 (1)Kohda to Raghunathpura Road Km 0/00 to 1/200 142 (2)A/R Virvada to Kadera Road Km 0/00 to 0/950 143 (6)Biliya to Mewda Khurd Road Km 0/00 to 2/250 144 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 1:3:6 145 (1)Kohda to Raghunathpura Road Km 0/00 to 1/200 146 (2)A/R Virvada to Kadera Road Km 0/00 to 0/950 147 (6)Biliya to Mewda Khurd Road Km 0/00 to 2/250 148 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 R.C.C grade M 20 149 (1)Kohda to Raghunathpura Road Km 0/00 to 1/200 150 (2)A/R Virvada to Kadera Road Km 0/00 to 0/950 151 (6)Biliya to Mewda Khurd Road Km 0/00 to 2/250 152 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. 1200 mm dia 153 (1)Kohda to Raghunathpura Road Km 0/00 to 1/200 154 (6)Biliya to Mewda Khurd Road Km 0/00 to 2/250 155 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 156 (2)A/R Virvada to Kadera Road Km 0/00 to 0/950
