Tender For Construction Of Non Patchable And Missing Link Road.
Tender Value
5.94 Crore
Estimated cost
Bid Submission
31 Aug 2026
13 days left
EMD
11.88 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
Karauli → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Construction Of Non Patchable And Missing Link Road.
BOQ
| Sl. No. | Item Description |
| 1 | PART 'A' (Road Work)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 MeansIn area of non-thorny jungle |
| 2 | Bhukrawali to Taharpur upto Kanchanpura |
| 3 | Kasane Ka Nagla to Lachora Road |
| 4 | Bajna Road to Bhumiya Temple Jat Ki Sarai Road, Km. 1/250 to 2/500 |
| 5 | Bajna Khurd to Lehchora Pyau |
| 6 | Bayana Road to Ekorasi |
| 7 | A/R to Bhukhrawali to Jagnattha |
| 8 | A/R Jatwara-Nagal Durgasi Road Km, 5/600 to 7/100 |
| 9 | A/R Chinayta to Khedi Hewat |
| 10 | 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 lead upto 10 Km. |
| 11 | Bajna Road to Bhumiya Temple Jat Ki Sarai Road, Km. 1/250 to 2/500 |
| 12 | 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 |
| 13 | Bhukrawali to Taharpur upto Kanchanpura |
| 14 | Kasane Ka Nagla to Lachora Road |
| 15 | Bajna Khurd to Lehchora Pyau |
| 16 | Bayana Road to Ekorasi |
| 17 | A/R to Bhukhrawali to Jagnattha |
| 18 | A/R Jatwara-Nagal Durgasi Road Km, 5/600 to 7/100 |
| 19 | A/R Chinayta to Khedi Hewat |
| 20 | Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical MeansScarifying 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 |
| 21 | Bajna Khurd to Lehchora Pyau |
| 22 | Bayana Road to Ekorasi |
| 23 | A/R to Bhukhrawali to Jagnattha |
| 24 | A/R Jatwara-Nagal Durgasi Road Km, 5/600 to 7/100 |
| 25 | A/R Chinayta to Khedi Hewat |
| 26 | 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 |
| 27 | Bhukrawali to Taharpur upto Kanchanpura |
| 28 | Kasane Ka Nagla to Lachora Road |
| 29 | Bajna Road to Bhumiya Temple Jat Ki Sarai Road, Km. 1/250 to 2/500 |
| 30 | Bajna Khurd to Lehchora Pyau |
| 31 | Bayana Road to Ekorasi |
| 32 | A/R to Bhukhrawali to Jagnattha |
| 33 | A/R Jatwara-Nagal Durgasi Road Km, 5/600 to 7/100 |
| 34 | A/R Chinayta to Khedi Hewat |
| 35 | Granular Sub-base with Well Graded Material (Table 400-1)By Mix in Place MethodConstruction 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 rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRTH Specification Clause 401.For Grading III Material |
| 36 | Bhukrawali to Taharpur upto Kanchanpura |
| 37 | Kasane Ka Nagla to Lachora Road |
| 38 | Bajna Road to Bhumiya Temple Jat Ki Sarai Road, Km. 1/250 to 2/500 |
| 39 | Bajna Khurd to Lehchora Pyau |
| 40 | Bayana Road to Ekorasi |
| 41 | A/R to Bhukhrawali to Jagnattha |
| 42 | A/R Jatwara-Nagal Durgasi Road Km, 5/600 to 7/100 |
| 43 | A/R Chinayta to Khedi Hewat |
| 44 | 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 Mechanical Means |
| 45 | Bhukrawali to Taharpur upto Kanchanpura |
| 46 | Kasane Ka Nagla to Lachora Road |
| 47 | Bayana Road to Ekorasi |
| 48 | A/R Jatwara-Nagal Durgasi Road Km, 5/600 to 7/100 |
| 49 | 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 Mechanical Means |
| 50 | Bhukrawali to Taharpur upto Kanchanpura |
| 51 | Kasane Ka Nagla to Lachora Road |
| 52 | Bajna Khurd to Lehchora Pyau |
| 53 | Bayana Road to Ekorasi |
| 54 | A/R to Bhukhrawali to Jagnattha |
| 55 | A/R Jatwara-Nagal Durgasi Road Km, 5/600 to 7/100 |
| 56 | A/R Chinayta to Khedi Hewat |
| 57 | 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 |
| 58 | Bhukrawali to Taharpur upto Kanchanpura |
| 59 | Kasane Ka Nagla to Lachora Road |
| 60 | Bajna Khurd to Lehchora Pyau |
| 61 | Bayana Road to Ekorasi |
| 62 | A/R to Bhukhrawali to Jagnattha |
| 63 | A/R Jatwara-Nagal Durgasi Road Km, 5/600 to 7/100 |
| 64 | A/R Chinayta to Khedi Hewat |
| 65 | 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. |
| 66 | Bhukrawali to Taharpur upto Kanchanpura |
| 67 | Kasane Ka Nagla to Lachora Road |
| 68 | Bajna Khurd to Lehchora Pyau |
| 69 | Bayana Road to Ekorasi |
| 70 | A/R to Bhukhrawali to Jagnattha |
| 71 | A/R Jatwara-Nagal Durgasi Road Km, 5/600 to 7/100 |
| 72 | A/R Chinayta to Khedi Hewat |
| 73 | 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) |
| 74 | Bhukrawali to Taharpur upto Kanchanpura |
| 75 | Kasane Ka Nagla to Lachora Road |
| 76 | Bajna Khurd to Lehchora Pyau |
| 77 | Bayana Road to Ekorasi |
| 78 | A/R to Bhukhrawali to Jagnattha |
| 79 | A/R Jatwara-Nagal Durgasi Road Km, 5/600 to 7/100 |
| 80 | A/R Chinayta to Khedi Hewat |
| 81 | 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) |
| 82 | Bhukrawali to Taharpur upto Kanchanpura |
| 83 | Kasane Ka Nagla to Lachora Road |
| 84 | Bajna Khurd to Lehchora Pyau |
| 85 | Bayana Road to Ekorasi |
| 86 | A/R to Bhukhrawali to Jagnattha |
| 87 | A/R Jatwara-Nagal Durgasi Road Km, 5/600 to 7/100 |
| 88 | A/R Chinayta to Khedi Hewat |
| 89 | 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. |
| 90 | Bhukrawali to Taharpur upto Kanchanpura |
| 91 | Kasane Ka Nagla to Lachora Road |
| 92 | Bajna Road to Bhumiya Temple Jat Ki Sarai Road, Km. 1/250 to 2/500 |
| 93 | Bajna Khurd to Lehchora Pyau |
| 94 | Bayana Road to Ekorasi |
| 95 | A/R to Bhukhrawali to Jagnattha |
| 96 | A/R Jatwara-Nagal Durgasi Road Km, 5/600 to 7/100 |
| 97 | A/R Chinayta to Khedi Hewat |
| 98 | PART 'B' (Cement Concrete Work)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. |
| 99 | Bhukrawali to Taharpur upto Kanchanpura |
| 100 | Kasane Ka Nagla to Lachora Road |
| 101 | Bajna Road to Bhumiya Temple Jat Ki Sarai Road, Km. 1/250 to 2/500 |
| 102 | Bajna Khurd to Lehchora Pyau |
| 103 | Bayana Road to Ekorasi |
| 104 | A/R to Bhukhrawali to Jagnattha |
| 105 | A/R Jatwara-Nagal Durgasi Road Km, 5/600 to 7/100 |
| 106 | A/R Chinayta to Khedi Hewat |
| 107 | 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 150 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) |
| 108 | Bhukrawali to Taharpur upto Kanchanpura |
| 109 | Kasane Ka Nagla to Lachora Road |
| 110 | Bajna Road to Bhumiya Temple Jat Ki Sarai Road, Km. 1/250 to 2/500 |
| 111 | Bajna Khurd to Lehchora Pyau |
| 112 | Bayana Road to Ekorasi |
| 113 | A/R to Bhukhrawali to Jagnattha |
| 114 | A/R Jatwara-Nagal Durgasi Road Km, 5/600 to 7/100 |
| 115 | A/R Chinayta to Khedi Hewat |
| 116 | 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. |
| 117 | Bhukrawali to Taharpur upto Kanchanpura |
| 118 | Kasane Ka Nagla to Lachora Road |
| 119 | Bajna Road to Bhumiya Temple Jat Ki Sarai Road, Km. 1/250 to 2/500 |
| 120 | Bajna Khurd to Lehchora Pyau |
| 121 | Bayana Road to Ekorasi |
| 122 | A/R to Bhukhrawali to Jagnattha |
| 123 | A/R Jatwara-Nagal Durgasi Road Km, 5/600 to 7/100 |
| 124 | A/R Chinayta to Khedi Hewat |
| 125 | PART 'C' (Protection Wall)Earth work in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layers, ramming, watering and disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth as per MoRTH specification Clause 301 to 305. In ordinary soil Depth upto 3 metre |
| 126 | Bhukrawali to Taharpur upto Kanchanpura |
| 127 | Kasane Ka Nagla to Lachora Road |
| 128 | A/R to Bhukhrawali to Jagnattha |
| 129 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104P.C.C grade M 10Nominal mix 1:3:6 |
| 130 | Bhukrawali to Taharpur upto Kanchanpura |
| 131 | Kasane Ka Nagla to Lachora Road |
| 132 | A/R to Bhukhrawali to Jagnattha |
| 133 | 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 |
| 134 | Bhukrawali to Taharpur upto Kanchanpura |
| 135 | Kasane Ka Nagla to Lachora Road |
| 136 | A/R to Bhukhrawali to Jagnattha |
| 137 | Plastering with cement mortar (1:4), 20 mm thick on Stone work. |
| 138 | Bhukrawali to Taharpur upto Kanchanpura |
| 139 | Kasane Ka Nagla to Lachora Road |
| 140 | A/R to Bhukhrawali to Jagnattha |
| 141 | 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 2206.675 mm thick |
| 142 | Bhukrawali to Taharpur upto Kanchanpura |
| 143 | Kasane Ka Nagla to Lachora Road |
| 144 | A/R to Bhukhrawali to Jagnattha |
| 145 | Providing A.C pipe Weep holes 150mm dia in Masonry/Plain Concrete/.Reinforced Concrete abutment, wing wall/return wall complete as per drawing and technical specfication as per MoRTH Specification Clause 2205 |
| 146 | Bhukrawali to Taharpur upto Kanchanpura |
| 147 | Kasane Ka Nagla to Lachora Road |
| 148 | A/R to Bhukhrawali to Jagnattha |
| 149 | PART 'D' (Syphone Work)Earth work in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layers, ramming, watering and disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth as per MoRTH specification Clause 301 to 305. In ordinary soil Depth upto 3 metre |
| 150 | Bhukrawali to Taharpur upto Kanchanpura |
| 151 | Kasane Ka Nagla to Lachora Road |
| 152 | Bajna Road to Bhumiya Temple Jat Ki Sarai Road, Km. 1/250 to 2/500 |
| 153 | Bajna Khurd to Lehchora Pyau |
| 154 | Bayana Road to Ekorasi |
| 155 | A/R to Bhukhrawali to Jagnattha |
| 156 | A/R Jatwara-Nagal Durgasi Road Km, 5/600 to 7/100 |
| 157 | A/R Chinayta to Khedi Hewat |
| 158 | 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 |
| 159 | Bhukrawali to Taharpur upto Kanchanpura |
| 160 | Kasane Ka Nagla to Lachora Road |
| 161 | Bajna Road to Bhumiya Temple Jat Ki Sarai Road, Km. 1/250 to 2/500 |
| 162 | Bajna Khurd to Lehchora Pyau |
| 163 | Bayana Road to Ekorasi |
| 164 | A/R to Bhukhrawali to Jagnattha |
| 165 | A/R Jatwara-Nagal Durgasi Road Km, 5/600 to 7/100 |
| 166 | A/R Chinayta to Khedi Hewat |
| 167 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 2905. 300 mm dia |
| 168 | Bhukrawali to Taharpur upto Kanchanpura |
| 169 | Kasane Ka Nagla to Lachora Road |
| 170 | Bajna Road to Bhumiya Temple Jat Ki Sarai Road, Km. 1/250 to 2/500 |
| 171 | Bajna Khurd to Lehchora Pyau |
| 172 | Bayana Road to Ekorasi |
| 173 | A/R to Bhukhrawali to Jagnattha |
| 174 | A/R Jatwara-Nagal Durgasi Road Km, 5/600 to 7/100 |
| 175 | A/R Chinayta to Khedi Hewat |
| 176 | PART 'E' (Road Furniture)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. |
| 177 | Bhukrawali to Taharpur upto Kanchanpura |
| 178 | Kasane Ka Nagla to Lachora Road |
| 179 | Bajna Road to Bhumiya Temple Jat Ki Sarai Road, Km. 1/250 to 2/500 |
| 180 | Bajna Khurd to Lehchora Pyau |
| 181 | Bayana Road to Ekorasi |
| 182 | A/R to Bhukhrawali to Jagnattha |
| 183 | A/R Jatwara-Nagal Durgasi Road Km, 5/600 to 7/100 |
| 184 | A/R Chinayta to Khedi Hewat |
| 185 | Providing and erecting direction and place identification of semi reflective sign boards as per IRC-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 |
| 186 | Bhukrawali to Taharpur upto Kanchanpura |
| 187 | Kasane Ka Nagla to Lachora Road |
| 188 | Bajna Road to Bhumiya Temple Jat Ki Sarai Road, Km. 1/250 to 2/500 |
| 189 | Bajna Khurd to Lehchora Pyau |
| 190 | Bayana Road to Ekorasi |
| 191 | A/R to Bhukhrawali to Jagnattha |
| 192 | A/R Jatwara-Nagal Durgasi Road Km, 5/600 to 7/100 |
| 193 | A/R Chinayta to Khedi Hewat |
| 194 | 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 a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRTH Specification Clause 801 900 mm equilateral triangle |
| 195 | Bhukrawali to Taharpur upto Kanchanpura |
| 196 | Kasane Ka Nagla to Lachora Road |
| 197 | Bajna Road to Bhumiya Temple Jat Ki Sarai Road, Km. 1/250 to 2/500 |
| 198 | Bajna Khurd to Lehchora Pyau |
| 199 | Bayana Road to Ekorasi |
| 200 | A/R to Bhukhrawali to Jagnattha |
| 201 | A/R Jatwara-Nagal Durgasi Road Km, 5/600 to 7/100 |
| 202 | A/R Chinayta to Khedi Hewat |
| 203 | Supply & Fixing of Chevron sign of size 75x60 cm made out of aluminum sheet 2 mm thick with fixing provision on M.S. angle iron post 50x50x6 mm 3 M long screwed with stainless steel nut bolts of 8mm dia, plate is covered by high intensity grade yellow retro-reflective sheeting and black screen printed arrow on Retro Reflective Sheet, complete in all respect. Comp. in all respect duly post painted in alternate band of Black/White synthetic enamel paint & hold fast at bottom |
| 204 | Bhukrawali to Taharpur upto Kanchanpura |
| 205 | Kasane Ka Nagla to Lachora Road |
| 206 | Bajna Khurd to Lehchora Pyau |
| 207 | Bayana Road to Ekorasi |
| 208 | A/R to Bhukhrawali to Jagnattha |
| 209 | A/R Jatwara-Nagal Durgasi Road Km, 5/600 to 7/100 |
| 210 | A/R Chinayta to Khedi Hewat |
| 211 | Providing and fixing PVC Bump Speed Breakers size 350 mm x 250 mm x 50 mm fitted with key hooks complete with labour material and traffic diversion arrangements. |
| 212 | Bajna Khurd to Lehchora Pyau |
| 213 | Bayana Road to Ekorasi |
| 214 | A/R Jatwara-Nagal Durgasi Road Km, 5/600 to 7/100 |
| 215 | A/R Chinayta to Khedi Hewat |
| 216 | 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. |
| 217 | Bajna Khurd to Lehchora Pyau |
| 218 | Bayana Road to Ekorasi |
| 219 | A/R to Bhukhrawali to Jagnattha |
| 220 | A/R Jatwara-Nagal Durgasi Road Km, 5/600 to 7/100 |
| 221 | A/R Chinayta to Khedi Hewat |
| 222 | Reinforced cement concrete M15 grade 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 |
| 223 | Ordinary Kilometer Stone (Precast) |
| 224 | Bhukrawali to Taharpur upto Kanchanpura |
| 225 | Kasane Ka Nagla to Lachora Road |
| 226 | Bajna Road to Bhumiya Temple Jat Ki Sarai Road, Km. 1/250 to 2/500 |
| 227 | Bajna Khurd to Lehchora Pyau |
| 228 | Bayana Road to Ekorasi |
| 229 | A/R to Bhukhrawali to Jagnattha |
| 230 | A/R Jatwara-Nagal Durgasi Road Km, 5/600 to 7/100 |
| 231 | A/R Chinayta to Khedi Hewat |
| 232 | 200 m stone (precast) |
| 233 | Bhukrawali to Taharpur upto Kanchanpura |
| 234 | Kasane Ka Nagla to Lachora Road |
| 235 | Bajna Road to Bhumiya Temple Jat Ki Sarai Road, Km. 1/250 to 2/500 |
| 236 | Bajna Khurd to Lehchora Pyau |
| 237 | Bayana Road to Ekorasi |
| 238 | A/R to Bhukhrawali to Jagnattha |
| 239 | A/R Jatwara-Nagal Durgasi Road Km, 5/600 to 7/100 |
| 240 | A/R Chinayta to Khedi Hewat |
| 241 | PART 'F' (HP Culvert 2x1000mm dia)Earth work in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layers, ramming, watering and disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth as per MoRTH specification Clause 301 to 305. In ordinary soil Depth upto 3 metre |
| 242 | Bhukrawali to Taharpur upto Kanchanpura |
| 243 | Kasane Ka Nagla to Lachora Road |
| 244 | A/R Jatwara-Nagal Durgasi Road Km, 5/600 to 7/100 |
| 245 | 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 |
| 246 | Bhukrawali to Taharpur upto Kanchanpura |
| 247 | Kasane Ka Nagla to Lachora Road |
| 248 | A/R Jatwara-Nagal Durgasi Road Km, 5/600 to 7/100 |
| 249 | 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 |
| 250 | Bhukrawali to Taharpur upto Kanchanpura |
| 251 | Kasane Ka Nagla to Lachora Road |
| 252 | A/R Jatwara-Nagal Durgasi Road Km, 5/600 to 7/100 |
| 253 | Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 2905. 1000 mm dia |
| 254 | Bhukrawali to Taharpur upto Kanchanpura |
| 255 | Kasane Ka Nagla to Lachora Road |
| 256 | A/R Jatwara-Nagal Durgasi Road Km, 5/600 to 7/100 |
| 257 | Plastering with cement mortar (1:4), 20 mm thick on Stone work. |
| 258 | Bhukrawali to Taharpur upto Kanchanpura |
| 259 | Kasane Ka Nagla to Lachora Road |
| 260 | A/R Jatwara-Nagal Durgasi Road Km, 5/600 to 7/100 |
| 261 | 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 2206.675 mm thick |
| 262 | Bhukrawali to Taharpur upto Kanchanpura |
| 263 | Kasane Ka Nagla to Lachora Road |
| 264 | A/R Jatwara-Nagal Durgasi Road Km, 5/600 to 7/100 |
| 265 | White washing of parapet walls of CD work and tree truncksWhite washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per MoRTH specifications Clause 800 |
| 266 | A/R Jatwara-Nagal Durgasi Road Km, 5/600 to 7/100 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 14, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 31, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 13 daysSep 01, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 14 daysTender Documents
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