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| 1 | 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 | Chitai to Lallana Kallan |
| 3 | Kaletra to Mandowari |
| 4 | AR Bhadsiya |
| 5 | MDR 181 to Punwaliya |
| 6 | Nath Ka Bera to Jhalra |
| 7 | Kinsariya to Bansra |
| 8 | Khanpur to Ratrinadi |
| 9 | Dholiya to Ajwa |
| 10 | Mandan Ghati Balaji to Dwarakadas ki dhani |
| 11 | Parbatsar Badu highway to Jhunjharpura |
| 12 | SH7 to Shyoji Baba Ki Dhani |
| 13 | 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 |
| 14 | Chitai to Lallana Kallan |
| 15 | Kaletra to Mandowari |
| 16 | AR Bhadsiya |
| 17 | MDR 181 to Punwaliya |
| 18 | Nath Ka Bera to Jhalra |
| 19 | Kinsariya to Bansra |
| 20 | Khanpur to Ratrinadi |
| 21 | Dholiya to Ajwa |
| 22 | Mandan Ghati Balaji to Dwarakadas ki dhani |
| 23 | Parbatsar Badu highway to Jhunjharpura |
| 24 | SH7 to Shyoji Baba Ki Dhani |
| 25 | 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 with lead upto - 50mtr |
| 26 | AR Bhadsiya |
| 27 | Nath Ka Bera to Jhalra |
| 28 | Kinsariya to Bansra |
| 29 | SH7 to Shyoji Baba Ki Dhani |
| 30 | Construction of embankment with approved materials deposited at site obtained from roadway cutting and excavation from drain and foundation or other structures graded and compacted to meet requirement of Tables 300-1 and 300-2 as per MoRTH Specification Clause 305.3 |
| 31 | Chitai to Lallana Kallan |
| 32 | Excavation in Soil with Dozer with lead upto 100 mExcavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance withrequirements of lines, grades and cross-sections. |
| 33 | Chitai to Lallana Kallan |
| 34 | Kaletra to Mandowari |
| 35 | AR Bhadsiya |
| 36 | Narwar to Banwal |
| 37 | Nath Ka Bera to Jhalra |
| 38 | Kinsariya to Bansra |
| 39 | Khanpur to Ratrinadi |
| 40 | Dholiya to Ajwa |
| 41 | Mandan Ghati Balaji to Dwarakadas ki dhani |
| 42 | Parbatsar Badu highway to Jhunjharpura |
| 43 | SH7 to Shyoji Baba Ki Dhani |
| 44 | 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 |
| 45 | Chitai to Lallana Kallan |
| 46 | Kaletra to Mandowari |
| 47 | AR Bhadsiya |
| 48 | Narwar to Banwal |
| 49 | MDR 181 to Punwaliya |
| 50 | Nath Ka Bera to Jhalra |
| 51 | Kinsariya to Bansra |
| 52 | Khanpur to Ratrinadi |
| 53 | Dholiya to Ajwa |
| 54 | Mandan Ghati Balaji to Dwarakadas ki dhani |
| 55 | Parbatsar Badu highway to Jhunjharpura |
| 56 | SH7 to Shyoji Baba Ki Dhani |
| 57 | 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 |
| 58 | Chitai to Lallana Kallan |
| 59 | Nath Ka Bera to Jhalra |
| 60 | Kinsariya to Bansra |
| 61 | Khanpur to Ratrinadi |
| 62 | Dholiya to Ajwa |
| 63 | Mandan Ghati Balaji to Dwarakadas ki dhani |
| 64 | Parbatsar Badu highway to Jhunjharpura |
| 65 | SH7 to Shyoji Baba Ki Dhani |
| 66 | 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 |
| 67 | Chitai to Lallana Kallan |
| 68 | Kaletra to Mandowari |
| 69 | MDR 181 to Punwaliya |
| 70 | Nath Ka Bera to Jhalra |
| 71 | Kinsariya to Bansra |
| 72 | Khanpur to Ratrinadi |
| 73 | Dholiya to Ajwa |
| 74 | Mandan Ghati Balaji to Dwarakadas ki dhani |
| 75 | Parbatsar Badu highway to Jhunjharpura |
| 76 | SH7 to Shyoji Baba Ki Dhani |
| 77 | 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 |
| 78 | Chitai to Lallana Kallan |
| 79 | Kaletra to Mandowari |
| 80 | MDR 181 to Punwaliya |
| 81 | Nath Ka Bera to Jhalra |
| 82 | Kinsariya to Bansra |
| 83 | Khanpur to Ratrinadi |
| 84 | Dholiya to Ajwa |
| 85 | Mandan Ghati Balaji to Dwarakadas ki dhani |
| 86 | Parbatsar Badu highway to Jhunjharpura |
| 87 | SH7 to Shyoji Baba Ki Dhani |
| 88 | 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. |
| 89 | Chitai to Lallana Kallan |
| 90 | Kaletra to Mandowari |
| 91 | MDR 181 to Punwaliya |
| 92 | Nath Ka Bera to Jhalra |
| 93 | Kinsariya to Bansra |
| 94 | Khanpur to Ratrinadi |
| 95 | Dholiya to Ajwa |
| 96 | Mandan Ghati Balaji to Dwarakadas ki dhani |
| 97 | Parbatsar Badu highway to Jhunjharpura |
| 98 | SH7 to Shyoji Baba Ki Dhani |
| 99 | 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) |
| 100 | Chitai to Lallana Kallan |
| 101 | Kaletra to Mandowari |
| 102 | MDR 181 to Punwaliya |
| 103 | Nath Ka Bera to Jhalra |
| 104 | Kinsariya to Bansra |
| 105 | Khanpur to Ratrinadi |
| 106 | Dholiya to Ajwa |
| 107 | Mandan Ghati Balaji to Dwarakadas ki dhani |
| 108 | Parbatsar Badu highway to Jhunjharpura |
| 109 | SH7 to Shyoji Baba Ki Dhani |
| 110 | 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) |
| 111 | Chitai to Lallana Kallan |
| 112 | Kaletra to Mandowari |
| 113 | MDR 181 to Punwaliya |
| 114 | Nath Ka Bera to Jhalra |
| 115 | Kinsariya to Bansra |
| 116 | Khanpur to Ratrinadi |
| 117 | Dholiya to Ajwa |
| 118 | Mandan Ghati Balaji to Dwarakadas ki dhani |
| 119 | Parbatsar Badu highway to Jhunjharpura |
| 120 | SH7 to Shyoji Baba Ki Dhani |
| 121 | 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. |
| 122 | Chitai to Lallana Kallan |
| 123 | Kaletra to Mandowari |
| 124 | AR Bhadsiya |
| 125 | Narwar to Banwal |
| 126 | MDR 181 to Punwaliya |
| 127 | Nath Ka Bera to Jhalra |
| 128 | Kinsariya to Bansra |
| 129 | Khanpur to Ratrinadi |
| 130 | Dholiya to Ajwa |
| 131 | Mandan Ghati Balaji to Dwarakadas ki dhani |
| 132 | Parbatsar Badu highway to Jhunjharpura |
| 133 | SH7 to Shyoji Baba Ki Dhani |
| 134 | Construction of Foundation / Inaugration Pedastal in 23 cm thick Brick masonry in CM 1:4 of size 1.20m x 1.80m above ground level with adequate foundation including providing and fixing of Granite stone of size 0.75m x0.60m with engraving letters and figures,cement plaster,white washing etc. complete as per direction of Engineer in charge. |
| 135 | Chitai to Lallana Kallan |
| 136 | Kaletra to Mandowari |
| 137 | Narwar to Banwal |
| 138 | MDR 181 to Punwaliya |
| 139 | Nath Ka Bera to Jhalra |
| 140 | Kinsariya to Bansra |
| 141 | Khanpur to Ratrinadi |
| 142 | Dholiya to Ajwa |
| 143 | Mandan Ghati Balaji to Dwarakadas ki dhani |
| 144 | Parbatsar Badu highway to Jhunjharpura |
| 145 | SH7 to Shyoji Baba Ki Dhani |
| 146 | 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 Ordinary Kilometer Stone (Precast)200 mtr. Km Stone 5th Km Stone |
| 147 | Chitai to Lallana Kallan |
| 148 | Kaletra to Mandowari |
| 149 | AR Bhadsiya |
| 150 | MDR 181 to Punwaliya |
| 151 | Nath Ka Bera to Jhalra |
| 152 | Kinsariya to Bansra |
| 153 | Khanpur to Ratrinadi |
| 154 | Dholiya to Ajwa |
| 155 | Mandan Ghati Balaji to Dwarakadas ki dhani |
| 156 | Parbatsar Badu highway to Jhunjharpura |
| 157 | SH7 to Shyoji Baba Ki Dhani |
| 158 | AR Bhadsiya |
| 159 | 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.600 mm equilateral triangle |
| 160 | Chitai to Lallana Kallan |
| 161 | Kaletra to Mandowari |
| 162 | AR Bhadsiya |
| 163 | Narwar to Banwal |
| 164 | MDR 181 to Punwaliya |
| 165 | Nath Ka Bera to Jhalra |
| 166 | Kinsariya to Bansra |
| 167 | Khanpur to Ratrinadi |
| 168 | Dholiya to Ajwa |
| 169 | Mandan Ghati Balaji to Dwarakadas ki dhani |
| 170 | Parbatsar Badu highway to Jhunjharpura |
| 171 | SH7 to Shyoji Baba Ki Dhani |
| 172 | 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 |
| 173 | Chitai to Lallana Kallan |
| 174 | Kaletra to Mandowari |
| 175 | AR Bhadsiya |
| 176 | Narwar to Banwal |
| 177 | MDR 181 to Punwaliya |
| 178 | Nath Ka Bera to Jhalra |
| 179 | Kinsariya to Bansra |
| 180 | Khanpur to Ratrinadi |
| 181 | Dholiya to Ajwa |
| 182 | Mandan Ghati Balaji to Dwarakadas ki dhani |
| 183 | Parbatsar Badu highway to Jhunjharpura |
| 184 | SH7 to Shyoji Baba Ki Dhani |
| 185 | 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.Dentated only two side like I,Z,T shape as per IRC:SP:63-2004 |
| 186 | Chitai to Lallana Kallan |
| 187 | Kaletra to Mandowari |
| 188 | AR Bhadsiya |
| 189 | MDR 181 to Punwaliya |
| 190 | Nath Ka Bera to Jhalra |
| 191 | Khanpur to Ratrinadi |
| 192 | Dholiya to Ajwa |
| 193 | Mandan Ghati Balaji to Dwarakadas ki dhani |
| 194 | Parbatsar Badu highway to Jhunjharpura |
| 195 | SH7 to Shyoji Baba Ki Dhani |
| 196 | \"Construction of un-reinforced , plain cement concrete pavement M30 (Grade), thickness as per design, over a prepared sub base, with 43/53 grade cement as per Clause 602.2.2 , coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a in fully automatic Batching Plant and transported to site in transit mixer for having continous agitated mixer, manufactured as per approved mix design including 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 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 Fixed Form Paver 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). |
| 197 | AR Bhadsiya |
| 198 | Narwar to Banwal |
| 199 | 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. |
| 200 | AR Bhadsiya |
| 201 | Narwar to Banwal |
| 202 | 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. |
| 203 | AR Bhadsiya |
| 204 | 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. Ordinarysoil.Upto 3 m depth |
| 205 | Chitai to Lallana Kallan |
| 206 | Kaletra to Mandowari |
| 207 | Narwar to Banwal |
| 208 | Nath Ka Bera to Jhalra |
| 209 | Kinsariya to Bansra |
| 210 | 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 |
| 211 | Chitai to Lallana Kallan |
| 212 | Kaletra to Mandowari |
| 213 | AR Bhadsiya |
| 214 | Narwar to Banwal |
| 215 | Nath Ka Bera to Jhalra |
| 216 | Kinsariya to Bansra |
| 217 | Stone masonry work in cement mortar in foundation complete as per drawing and MoRTH specifications Clauses 1402, 1405, 2102 & 2104.Random Rubble Masonry.In 1:4 cement mortar |
| 218 | Chitai to Lallana Kallan |
| 219 | Kaletra to Mandowari |
| 220 | Narwar to Banwal |
| 221 | Nath Ka Bera to Jhalra |
| 222 | Kinsariya to Bansra |
| 223 | Pointing with cement mortar (1:3) on Stone work as per drawing and MoRTH specification Clauses 1406 and 2200 |
| 224 | Chitai to Lallana Kallan |
| 225 | Kaletra to Mandowari |
| 226 | Narwar to Banwal |
| 227 | Nath Ka Bera to Jhalra |
| 228 | Kinsariya to Bansra |
| 229 | Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRTH specification Clauses 1313, 1411 and 2206.6. 50 mm thick |
| 230 | Chitai to Lallana Kallan |
| 231 | Kaletra to Mandowari |
| 232 | Narwar to Banwal |
| 233 | Nath Ka Bera to Jhalra |
| 234 | Kinsariya to Bansra |
| 235 | 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 , 1000 mm dia |
| 236 | Chitai to Lallana Kallan |
| 237 | Kaletra to Mandowari |
| 238 | Nath Ka Bera to Jhalra |
| 239 | Kinsariya to Bansra |
