Tender For Construction Work Of Non Patchable/Missing Link Roads In Bari Package No. Rj-13-03/Np-Ml/2026-27 , District: Dholpur
Tender Value
4.07 Crore
Estimated cost
Bid Submission
24 Sep 2026
0 days left
EMD
8.15 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Dholpur → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Work Of Non Patchable/Missing Link Roads In Bari Package No. Rj-13-03/Np-Ml/2026-27 , District: Dholpur
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 22-Sep-2026 | rate analise | Other | 24-Sep-2026 |
BOQ
| Sl. No. | Item Description |
| 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 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 thorny jungle . |
| 2 | HANSAI to KARERUA |
| 3 | A/R to Karerua |
| 4 | HANSAI to JAHANPUR |
| 5 | KOLUA TO AARI |
| 6 | A/R TO BIJOLI |
| 7 | A/R TO PURABHAKTOO |
| 8 | BILONI TO KOLUA |
| 9 | A/R TO GAMRI |
| 10 | JARARI SE GHESUA |
| 11 | BHADIYANA TO KHARAGPUR |
| 12 | RANPUR SE DULLI KA PURA |
| 13 | GAWRI TO MANPURIYON KA ADDA |
| 14 | 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 | HANSAI to KARERUA |
| 16 | A/R to Karerua |
| 17 | HANSAI to JAHANPUR |
| 18 | KOLUA TO AARI |
| 19 | A/R TO BIJOLI |
| 20 | A/R TO PURABHAKTOO |
| 21 | BILONI TO KOLUA |
| 22 | A/R TO GAMRI |
| 23 | JARARI SE GHESUA |
| 24 | BHADIYANA TO KHARAGPUR |
| 25 | RANPUR SE DULLI KA PURA |
| 26 | GAWRI TO MANPURIYON KA ADDA |
| 27 | 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 as per Technical Specification Clause 301.5 With lead upto - 1000 mtr |
| 28 | BHADIYANA TO KHARAGPUR |
| 29 | RANPUR SE DULLI KA PURA |
| 30 | Plant Mix Method 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. For Grading-III Material |
| 31 | HANSAI to KARERUA |
| 32 | A/R to Karerua |
| 33 | HANSAI to JAHANPUR |
| 34 | KOLUA TO AARI |
| 35 | A/R TO BIJOLI |
| 36 | A/R TO PURABHAKTOO |
| 37 | BILONI TO KOLUA |
| 38 | A/R TO GAMRI |
| 39 | JARARI SE GHESUA |
| 40 | BHADIYANA TO KHARAGPUR |
| 41 | RANPUR SE DULLI KA PURA |
| 42 | GAWRI TO MANPURIYON KA ADDA |
| 43 | 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 Manual Means |
| 44 | BHADIYANA TO KHARAGPUR |
| 45 | RANPUR SE DULLI KA PURA |
| 46 | GAWRI TO MANPURIYON KA ADDA |
| 47 | 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 Manual Means |
| 48 | HANSAI to KARERUA |
| 49 | A/R to Karerua |
| 50 | HANSAI to JAHANPUR |
| 51 | KOLUA TO AARI |
| 52 | A/R TO BIJOLI |
| 53 | A/R TO PURABHAKTOO |
| 54 | BILONI TO KOLUA |
| 55 | A/R TO GAMRI |
| 56 | JARARI SE GHESUA |
| 57 | BHADIYANA TO KHARAGPUR |
| 58 | RANPUR SE DULLI KA PURA |
| 59 | GAWRI TO MANPURIYON KA ADDA |
| 60 | 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 |
| 61 | HANSAI to KARERUA |
| 62 | A/R to Karerua |
| 63 | HANSAI to JAHANPUR |
| 64 | KOLUA TO AARI |
| 65 | A/R TO BIJOLI |
| 66 | A/R TO PURABHAKTOO |
| 67 | BILONI TO KOLUA |
| 68 | A/R TO GAMRI |
| 69 | JARARI SE GHESUA |
| 70 | BHADIYANA TO KHARAGPUR |
| 71 | RANPUR SE DULLI KA PURA |
| 72 | GAWRI TO MANPURIYON KA ADDA |
| 73 | 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. |
| 74 | HANSAI to KARERUA |
| 75 | A/R to Karerua |
| 76 | HANSAI to JAHANPUR |
| 77 | KOLUA TO AARI |
| 78 | A/R TO BIJOLI |
| 79 | A/R TO PURABHAKTOO |
| 80 | BILONI TO KOLUA |
| 81 | A/R TO GAMRI |
| 82 | JARARI SE GHESUA |
| 83 | 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. |
| 84 | HANSAI to KARERUA |
| 85 | A/R to Karerua |
| 86 | HANSAI to JAHANPUR |
| 87 | KOLUA TO AARI |
| 88 | A/R TO BIJOLI |
| 89 | A/R TO PURABHAKTOO |
| 90 | BILONI TO KOLUA |
| 91 | A/R TO GAMRI |
| 92 | JARARI SE GHESUA |
| 93 | BHADIYANA TO KHARAGPUR |
| 94 | RANPUR SE DULLI KA PURA |
| 95 | GAWRI TO MANPURIYON KA ADDA |
| 96 | 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) |
| 97 | HANSAI to KARERUA |
| 98 | A/R to Karerua |
| 99 | HANSAI to JAHANPUR |
| 100 | KOLUA TO AARI |
| 101 | A/R TO BIJOLI |
| 102 | A/R TO PURABHAKTOO |
| 103 | BILONI TO KOLUA |
| 104 | A/R TO GAMRI |
| 105 | JARARI SE GHESUA |
| 106 | BHADIYANA TO KHARAGPUR |
| 107 | RANPUR SE DULLI KA PURA |
| 108 | GAWRI TO MANPURIYON KA ADDA |
| 109 | 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) |
| 110 | HANSAI to KARERUA |
| 111 | A/R to Karerua |
| 112 | HANSAI to JAHANPUR |
| 113 | KOLUA TO AARI |
| 114 | A/R TO BIJOLI |
| 115 | A/R TO PURABHAKTOO |
| 116 | BILONI TO KOLUA |
| 117 | A/R TO GAMRI |
| 118 | JARARI SE GHESUA |
| 119 | BHADIYANA TO KHARAGPUR |
| 120 | RANPUR SE DULLI KA PURA |
| 121 | GAWRI TO MANPURIYON KA ADDA |
| 122 | Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) Ordinary Kilometer stone (Precast) |
| 123 | HANSAI to KARERUA |
| 124 | A/R to Karerua |
| 125 | HANSAI to JAHANPUR |
| 126 | KOLUA TO AARI |
| 127 | A/R TO BIJOLI |
| 128 | A/R TO PURABHAKTOO |
| 129 | BILONI TO KOLUA |
| 130 | A/R TO GAMRI |
| 131 | JARARI SE GHESUA |
| 132 | BHADIYANA TO KHARAGPUR |
| 133 | RANPUR SE DULLI KA PURA |
| 134 | GAWRI TO MANPURIYON KA ADDA |
| 135 | Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) 200 m stone (precast) |
| 136 | HANSAI to KARERUA |
| 137 | A/R to Karerua |
| 138 | HANSAI to JAHANPUR |
| 139 | KOLUA TO AARI |
| 140 | A/R TO BIJOLI |
| 141 | A/R TO PURABHAKTOO |
| 142 | BILONI TO KOLUA |
| 143 | A/R TO GAMRI |
| 144 | JARARI SE GHESUA |
| 145 | BHADIYANA TO KHARAGPUR |
| 146 | RANPUR SE DULLI KA PURA |
| 147 | GAWRI TO MANPURIYON KA ADDA |
| 148 | Direction and Place Identification signs with size more than 0.9 sqm size board. (Providing and erecting direction and place identification retro- reflectorised sign asper IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing). |
| 149 | HANSAI to KARERUA |
| 150 | A/R to Karerua |
| 151 | HANSAI to JAHANPUR |
| 152 | KOLUA TO AARI |
| 153 | A/R TO BIJOLI |
| 154 | A/R TO PURABHAKTOO |
| 155 | BILONI TO KOLUA |
| 156 | A/R TO GAMRI |
| 157 | JARARI SE GHESUA |
| 158 | BHADIYANA TO KHARAGPUR |
| 159 | RANPUR SE DULLI KA PURA |
| 160 | GAWRI TO MANPURIYON KA ADDA |
| 161 | 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. |
| 162 | HANSAI to KARERUA |
| 163 | A/R to Karerua |
| 164 | HANSAI to JAHANPUR |
| 165 | KOLUA TO AARI |
| 166 | A/R TO BIJOLI |
| 167 | A/R TO PURABHAKTOO |
| 168 | BILONI TO KOLUA |
| 169 | A/R TO GAMRI |
| 170 | JARARI SE GHESUA |
| 171 | BHADIYANA TO KHARAGPUR |
| 172 | RANPUR SE DULLI KA PURA |
| 173 | GAWRI TO MANPURIYON KA ADDA |
| 174 | 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 suitable material. Ordinary soil upto 3 mtr. depth |
| 175 | HANSAI to KARERUA |
| 176 | HANSAI to JAHANPUR |
| 177 | KOLUA TO AARI |
| 178 | A/R TO BIJOLI |
| 179 | A/R TO PURABHAKTOO |
| 180 | BILONI TO KOLUA |
| 181 | A/R TO GAMRI |
| 182 | JARARI SE GHESUA |
| 183 | BHADIYANA TO KHARAGPUR |
| 184 | RANPUR SE DULLI KA PURA |
| 185 | GAWRI TO MANPURIYON KA ADDA |
| 186 | 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 |
| 187 | HANSAI to KARERUA |
| 188 | HANSAI to JAHANPUR |
| 189 | KOLUA TO AARI |
| 190 | A/R TO BIJOLI |
| 191 | A/R TO PURABHAKTOO |
| 192 | BILONI TO KOLUA |
| 193 | A/R TO GAMRI |
| 194 | JARARI SE GHESUA |
| 195 | BHADIYANA TO KHARAGPUR |
| 196 | RANPUR SE DULLI KA PURA |
| 197 | GAWRI TO MANPURIYON KA ADDA |
| 198 | Stone masonry work in cement mortar in foundation complete as per drawing and MoRTH specifications Clauses 1402, 1405, 2102 & 2104. Random Rubble MasonryIn 1:4 cement mortar |
| 199 | HANSAI to KARERUA |
| 200 | HANSAI to JAHANPUR |
| 201 | KOLUA TO AARI |
| 202 | A/R TO BIJOLI |
| 203 | A/R TO PURABHAKTOO |
| 204 | BILONI TO KOLUA |
| 205 | A/R TO GAMRI |
| 206 | JARARI SE GHESUA |
| 207 | BHADIYANA TO KHARAGPUR |
| 208 | RANPUR SE DULLI KA PURA |
| 209 | GAWRI TO MANPURIYON KA ADDA |
| 210 | Providing and laying Reinforced cement concrete pipes NP-3 for culverts on first class bedding og granular material in single row including jointing ends and fixing collar with cement mortar 1:2. but excluding excavation ,protection works, backfilling concrete and masonry works in head walls and parapets (MoRTH specification : clause 1000/2905). 300 mm dia |
| 211 | KOLUA TO AARI |
| 212 | A/R TO BIJOLI |
| 213 | A/R TO PURABHAKTOO |
| 214 | BILONI TO KOLUA |
| 215 | A/R TO GAMRI |
| 216 | JARARI SE GHESUA |
| 217 | BHADIYANA TO KHARAGPUR |
| 218 | GAWRI TO MANPURIYON KA ADDA |
| 219 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing 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 |
| 220 | HANSAI to KARERUA |
| 221 | HANSAI to JAHANPUR |
| 222 | A/R TO PURABHAKTOO |
| 223 | BHADIYANA TO KHARAGPUR |
| 224 | RANPUR SE DULLI KA PURA |
| 225 | 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 |
| 226 | KOLUA TO AARI |
| 227 | A/R TO BIJOLI |
| 228 | A/R TO PURABHAKTOO |
| 229 | BILONI TO KOLUA |
| 230 | A/R TO GAMRI |
| 231 | JARARI SE GHESUA |
| 232 | BHADIYANA TO KHARAGPUR |
| 233 | GAWRI TO MANPURIYON KA ADDA |
| 234 | 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 75 mm thick |
| 235 | HANSAI to KARERUA |
| 236 | HANSAI to JAHANPUR |
| 237 | A/R TO PURABHAKTOO |
| 238 | BHADIYANA TO KHARAGPUR |
| 239 | RANPUR SE DULLI KA PURA |
| 240 | Plastering with cement mortar (1:4), 20 mm thick on Stone work. |
| 241 | KOLUA TO AARI |
| 242 | A/R TO BIJOLI |
| 243 | A/R TO PURABHAKTOO |
| 244 | BILONI TO KOLUA |
| 245 | A/R TO GAMRI |
| 246 | JARARI SE GHESUA |
| 247 | BHADIYANA TO KHARAGPUR |
| 248 | RANPUR SE DULLI KA PURA |
| 249 | GAWRI TO MANPURIYON KA ADDA |
| 250 | Pointing with cement mortar (1:3) on Stone work as per drawing and MoRTH specification Clauses 1406 and 2200 |
| 251 | HANSAI to KARERUA |
| 252 | HANSAI to JAHANPUR |
| 253 | A/R TO PURABHAKTOO |
| 254 | BHADIYANA TO KHARAGPUR |
| 255 | RANPUR SE DULLI KA PURA |
| 256 | 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 |
| 257 | 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) |
| 258 | HANSAI to KARERUA |
| 259 | A/R to Karerua |
| 260 | HANSAI to JAHANPUR |
| 261 | KOLUA TO AARI |
| 262 | A/R TO BIJOLI |
| 263 | A/R TO PURABHAKTOO |
| 264 | BILONI TO KOLUA |
| 265 | A/R TO GAMRI |
| 266 | JARARI SE GHESUA |
| 267 | BHADIYANA TO KHARAGPUR |
| 268 | RANPUR SE DULLI KA PURA Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 22, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Sep 24, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
TodaySep 24, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
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