Tender For Construction Of Renewal Of 09 Important Roads In Khandar (Swm)
Tender Value
17.26 Crore
Estimated cost
Bid Submission
21 Sep 2026
8 days left
EMD
34.53 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
Sawai Madhopur → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Renewal Of 09 Important Roads In Khandar (Swm)
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 non-thorny jungle |
| 2 | Ancher to Kachipura via Kaimla |
| 3 | Bagina to Gurjaro Ki Dhani |
| 4 | SH-01 to Bagawda |
| 5 | Bagawda to Mandwar |
| 6 | Vijay Singh Baba to Delwar Baba |
| 7 | Naypur road to Khatkad |
| 8 | Khirkhidi to Badalganj (3 CD Work) |
| 9 | Sanwati Kalan to Tapovan |
| 10 | Shiwad to Umedpura |
| 11 | Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per MoRTH Specification Clause 301.3 |
| 12 | Shiwad to Umedpura |
| 13 | Construction of Embankment with Material Obtained from Roadway Cutting 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 |
| 14 | Shiwad to Umedpura |
| 15 | 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 |
| 16 | Ancher to Kachipura via Kaimla |
| 17 | Bagina to Gurjaro Ki Dhani |
| 18 | SH-01 to Bagawda |
| 19 | Bagawda to Mandwar |
| 20 | Vijay Singh Baba to Delwar Baba |
| 21 | Naypur road to Khatkad |
| 22 | Khirkhidi to Badalganj (3 CD Work) |
| 23 | Sanwati Kalan to Tapovan |
| 24 | Shiwad to Umedpura |
| 25 | Granular Sub-Base with Close Graded Material (Table:- 400-1) 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. |
| 26 | Ancher to Kachipura via Kaimla |
| 27 | Bagina to Gurjaro Ki Dhani |
| 28 | SH-01 to Bagawda |
| 29 | Bagawda to Mandwar |
| 30 | Vijay Singh Baba to Delwar Baba |
| 31 | Naypur road to Khatkad |
| 32 | Khirkhidi to Badalganj (3 CD Work) |
| 33 | Sanwati Kalan to Tapovan |
| 34 | Shiwad to Umedpura |
| 35 | Granular Sub-base with Well Graded Material (Table 400-1) By Mix in Place Method 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 rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density,complete as per MoRTH Specification Clause 401. For Grading I Material |
| 36 | Ancher to Kachipura via Kaimla |
| 37 | Bagina to Gurjaro Ki Dhani |
| 38 | SH-01 to Bagawda |
| 39 | Bagawda to Mandwar |
| 40 | Vijay Singh Baba to Delwar Baba |
| 41 | Naypur road to Khatkad |
| 42 | Khirkhidi to Badalganj (3 CD Work) |
| 43 | Sanwati Kalan to Tapovan |
| 44 | Shiwad to Umedpura |
| 45 | Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel 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 |
| 46 | Ancher to Kachipura via Kaimla |
| 47 | Bagina to Gurjaro Ki Dhani |
| 48 | SH-01 to Bagawda |
| 49 | Bagawda to Mandwar |
| 50 | Naypur road to Khatkad |
| 51 | Shiwad to Umedpura |
| 52 | Extra rate for carriage of mixed material additional lead from in item 4.2 and 4.6 |
| 53 | 2nd Km. to 10th Km (For 10 km.) |
| 54 | Ancher to Kachipura via Kaimla |
| 55 | Bagina to Gurjaro Ki Dhani |
| 56 | Naypur road to Khatkad |
| 57 | Shiwad to Umedpura |
| 58 | 11th Km. to 20th Km |
| 59 | SH-01 to Bagawda |
| 60 | Bagawda to Mandwar |
| 61 | Prime Coat Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base(WBM/WMM) using truck mounted sprayer 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 |
| 62 | Ancher to Kachipura via Kaimla |
| 63 | Bagina to Gurjaro Ki Dhani |
| 64 | SH-01 to Bagawda |
| 65 | Bagawda to Mandwar |
| 66 | Naypur road to Khatkad |
| 67 | Shiwad to Umedpura |
| 68 | Tack Coat 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. |
| 69 | Ancher to Kachipura via Kaimla |
| 70 | Bagina to Gurjaro Ki Dhani |
| 71 | SH-01 to Bagawda |
| 72 | Bagawda to Mandwar |
| 73 | Naypur road to Khatkad |
| 74 | Shiwad to Umedpura |
| 75 | Bituminous Macadam Providing and laying bituminous macadam with Drum type hot mix plant using crushed aggregates of grading as per Table 500-7 premixed with bituminous binder, transported to site with all leads laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per MoRTH Specification Clause 504. Bitumen (VG-30) |
| 76 | SH-01 to Bagawda |
| 77 | Bagawda to Mandwar |
| 78 | Naypur road to Khatkad |
| 79 | 20mm thick Open-Graded Premix Carpet using Bituminous (Viscosity grade/modified bitumen) Binder 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) |
| 80 | SH-01 to Bagawda |
| 81 | Bagawda to Mandwar |
| 82 | Naypur road to Khatkad |
| 83 | Seal Coat 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) |
| 84 | SH-01 to Bagawda |
| 85 | Bagawda to Mandwar |
| 86 | Naypur road to Khatkad |
| 87 | Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of75 tones per hour using crushed aggregates of specified grading, premixed with bituminous binder minimum @ 4.0 & 4.5 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH Specifications Clause 505complete in all respects. Bitumen (VG-30)Grading - II (26.50 mm (Nominal Size)) |
| 88 | Ancher to Kachipura via Kaimla |
| 89 | Bagina to Gurjaro Ki Dhani |
| 90 | Shiwad to Umedpura |
| 91 | Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder minimum @ 5.2 & 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH Specifications Clause 507 complete in allrespectsfor Grading-II(13 mm nominal size) Bitumen (VG-30) |
| 92 | Ancher to Kachipura via Kaimla |
| 93 | Bagina to Gurjaro Ki Dhani |
| 94 | Shiwad to Umedpura |
| 95 | 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. |
| 96 | Ancher to Kachipura via Kaimla |
| 97 | Bagina to Gurjaro Ki Dhani |
| 98 | SH-01 to Bagawda |
| 99 | Bagawda to Mandwar |
| 100 | Vijay Singh Baba to Delwar Baba |
| 101 | Naypur road to Khatkad |
| 102 | Khirkhidi to Badalganj (3 CD Work) |
| 103 | Sanwati Kalan to Tapovan |
| 104 | Shiwad to Umedpura |
| 105 | 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). |
| 106 | Ancher to Kachipura via Kaimla |
| 107 | Bagina to Gurjaro Ki Dhani |
| 108 | SH-01 to Bagawda |
| 109 | Bagawda to Mandwar |
| 110 | Vijay Singh Baba to Delwar Baba |
| 111 | Naypur road to Khatkad |
| 112 | Khirkhidi to Badalganj (3 CD Work) |
| 113 | Sanwati Kalan to Tapovan |
| 114 | Shiwad to Umedpura |
| 115 | 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 2905.300 mm dia |
| 116 | Ancher to Kachipura via Kaimla |
| 117 | Bagina to Gurjaro Ki Dhani |
| 118 | SH-01 to Bagawda |
| 119 | Bagawda to Mandwar |
| 120 | Vijay Singh Baba to Delwar Baba |
| 121 | Naypur road to Khatkad |
| 122 | Khirkhidi to Badalganj (3 CD Work) |
| 123 | Sanwati Kalan to Tapovan |
| 124 | Shiwad to Umedpura |
| 125 | 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 |
| 126 | Ordinary Kilometer stone (Precast) |
| 127 | Ancher to Kachipura via Kaimla |
| 128 | Bagina to Gurjaro Ki Dhani |
| 129 | SH-01 to Bagawda |
| 130 | Bagawda to Mandwar |
| 131 | Vijay Singh Baba to Delwar Baba |
| 132 | Naypur road to Khatkad |
| 133 | Khirkhidi to Badalganj (3 CD Work) |
| 134 | Sanwati Kalan to Tapovan |
| 135 | Shiwad to Umedpura |
| 136 | 200 m stone (precast) |
| 137 | Ancher to Kachipura via Kaimla |
| 138 | Bagina to Gurjaro Ki Dhani |
| 139 | SH-01 to Bagawda |
| 140 | Bagawda to Mandwar |
| 141 | Vijay Singh Baba to Delwar Baba |
| 142 | Naypur road to Khatkad |
| 143 | Khirkhidi to Badalganj (3 CD Work) |
| 144 | Sanwati Kalan to Tapovan |
| 145 | Shiwad to Umedpura |
| 146 | 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 |
| 147 | 900 mm equilateral triangle |
| 148 | Ancher to Kachipura via Kaimla |
| 149 | Bagina to Gurjaro Ki Dhani |
| 150 | SH-01 to Bagawda |
| 151 | Bagawda to Mandwar |
| 152 | Vijay Singh Baba to Delwar Baba |
| 153 | Naypur road to Khatkad |
| 154 | Khirkhidi to Badalganj (3 CD Work) |
| 155 | Sanwati Kalan to Tapovan |
| 156 | Shiwad to Umedpura |
| 157 | 800 mm x 600 mm rectangular |
| 158 | Ancher to Kachipura via Kaimla |
| 159 | Bagina to Gurjaro Ki Dhani |
| 160 | SH-01 to Bagawda |
| 161 | Bagawda to Mandwar |
| 162 | Naypur road to Khatkad |
| 163 | Khirkhidi to Badalganj (3 CD Work) |
| 164 | Sanwati Kalan to Tapovan |
| 165 | Shiwad to Umedpura |
| 166 | 600 mm circular |
| 167 | Ancher to Kachipura via Kaimla |
| 168 | Bagina to Gurjaro Ki Dhani |
| 169 | Shiwad to Umedpura |
| 170 | 600 mm x 600 mm square |
| 171 | Ancher to Kachipura via Kaimla |
| 172 | Bagina to Gurjaro Ki Dhani |
| 173 | Shiwad to Umedpura |
| 174 | Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1. fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and MoRTH Specification Clause 801. Direction and Place Identification signs upto 0.9 sqm size board |
| 175 | Ancher to Kachipura via Kaimla |
| 176 | Bagina to Gurjaro Ki Dhani |
| 177 | SH-01 to Bagawda |
| 178 | Bagawda to Mandwar |
| 179 | Vijay Singh Baba to Delwar Baba |
| 180 | Naypur road to Khatkad |
| 181 | Khirkhidi to Badalganj (3 CD Work) |
| 182 | Sanwati Kalan to Tapovan |
| 183 | Shiwad to Umedpura |
| 184 | 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. |
| 185 | Ancher to Kachipura via Kaimla |
| 186 | Bagina to Gurjaro Ki Dhani |
| 187 | SH-01 to Bagawda |
| 188 | Bagawda to Mandwar |
| 189 | Naypur road to Khatkad |
| 190 | Khirkhidi to Badalganj (3 CD Work) |
| 191 | Shiwad to Umedpura |
| 192 | Providing and Erecting typical Citizen's information Board as per approved drawing & specification made of two MS sheet of 1.6 mm thick each of size 900mm x 750mm stiffend by angle iron 25mmx25mm x 3mm all around the plate & plates fixed on frame of 75mm dia pipe of 12 SWG sheet (vertical post 3050 mm with angle holdfasts and horizontal member 900mm) to be joined by embedded in cement concrete M-15 grade of block of 600mmx 600mm x 750 mm size below ground level as per enclosed drawings & as directed by Engineering incharge. All MS will be stove anmeled on both side lettering. Figuring and border will be with ready mixed synthethic enamel paint of superior quality in required shade and colour etc complete in all respect. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per Specification. |
| 193 | Ancher to Kachipura via Kaimla |
| 194 | Bagina to Gurjaro Ki Dhani |
| 195 | Naypur road to Khatkad |
| 196 | Sanwati Kalan to Tapovan |
| 197 | Shiwad to Umedpura |
| 198 | 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. |
| 199 | SH-01 to Bagawda |
| 200 | Bagawda to Mandwar |
| 201 | Vijay Singh Baba to Delwar Baba |
| 202 | Khirkhidi to Badalganj (3 CD Work) |
| 203 | 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 Manual means Depth upto 3 m |
| 204 | Ancher to Kachipura via Kaimla |
| 205 | Bagina to Gurjaro Ki Dhani |
| 206 | SH-01 to Bagawda |
| 207 | Bagawda to Mandwar |
| 208 | Naypur road to Khatkad |
| 209 | Khirkhidi to Badalganj (3 CD Work) |
| 210 | Sanwati Kalan to Tapovan |
| 211 | Shiwad to Umedpura |
| 212 | 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 |
| 213 | Ancher to Kachipura via Kaimla |
| 214 | Bagina to Gurjaro Ki Dhani |
| 215 | SH-01 to Bagawda |
| 216 | Bagawda to Mandwar |
| 217 | Naypur road to Khatkad |
| 218 | Khirkhidi to Badalganj (3 CD Work) |
| 219 | Sanwati Kalan to Tapovan |
| 220 | Shiwad to Umedpura |
| 221 | 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 |
| 222 | Ancher to Kachipura via Kaimla |
| 223 | Bagina to Gurjaro Ki Dhani |
| 224 | SH-01 to Bagawda |
| 225 | Bagawda to Mandwar |
| 226 | Naypur road to Khatkad |
| 227 | Khirkhidi to Badalganj (3 CD Work) |
| 228 | Sanwati Kalan to Tapovan |
| 229 | Shiwad to Umedpura |
| 230 | Providing and laying reinforced cement concrete pipe NP4 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. |
| 231 | Ancher to Kachipura via Kaimla |
| 232 | Bagina to Gurjaro Ki Dhani |
| 233 | SH-01 to Bagawda |
| 234 | Bagawda to Mandwar |
| 235 | Khirkhidi to Badalganj (3 CD Work) |
| 236 | Shiwad to Umedpura |
| 237 | Providing and laying reinforced cement concrete pipe NP4 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. |
| 238 | Khirkhidi to Badalganj (3 CD Work) |
| 239 | Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and MoRTH specifications Clauses 1009,1600 and 2102 |
| 240 | Ancher to Kachipura via Kaimla |
| 241 | Bagina to Gurjaro Ki Dhani |
| 242 | SH-01 to Bagawda |
| 243 | Bagawda to Mandwar |
| 244 | Naypur road to Khatkad |
| 245 | Khirkhidi to Badalganj (3 CD Work) |
| 246 | Sanwati Kalan to Tapovan |
| 247 | Shiwad to Umedpura Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 10, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 21, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 8 daysSep 22, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 9 daysTender Documents
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