Tender For Strengthening Work On Various Road In Sawai Madhopur Bhadoti To Bhookha Gambhira Gojyari Km 4/500 To 9/500, Padana Mod To Khat Kalan Khat Khurd Upto Selu Choraha, annual repair To Shyamota, State Highway 01 To Dubbi Bidarkha
Tender Value
12.95 Crore
Estimated cost
Bid Submission
30 Jul 2026
2 days left
EMD
25.90 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 Strengthening Work On Various Road In Sawai Madhopur Bhadoti To Bhookha Gambhira Gojyari Km 4/500 To 9/500, Padana Mod To Khat Kalan Khat Khurd Upto Selu Choraha, annual repair To Shyamota, State Highway 01 To Dubbi Bidarkha
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 23-Jul-2026 | Date Extend | Date | 30-Jul-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 | a) Bhadoti to Bhookha Gambhira Gojyari |
| 3 | b) Padana Mod to Khat Kalan Khat Khurd upto Selu Choraha |
| 4 | c) A/R to Shyamota Road |
| 5 | d) SH 01 to Dubbi Bidarkha |
| 6 | 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 |
| 7 | a) Bhadoti to Bhookha Gambhira Gojyari |
| 8 | b) Padana Mod to Khat Kalan Khat Khurd upto Selu Choraha |
| 9 | c) A/R to Shyamota Road |
| 10 | 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 |
| 11 | a) Bhadoti to Bhookha Gambhira Gojyari |
| 12 | b) Padana Mod to Khat Kalan Khat Khurd upto Selu Choraha |
| 13 | c) A/R to Shyamota Road |
| 14 | d) SH 01 to Dubbi Bidarkha |
| 15 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per MoRTH Specification Clause 301.3 |
| 16 | a) Bhadoti to Bhookha Gambhira Gojyari |
| 17 | Excavation 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 with requirements of lines, grades and cross-sections |
| 18 | a) Bhadoti to Bhookha Gambhira Gojyari |
| 19 | b) Padana Mod to Khat Kalan Khat Khurd upto Selu Choraha |
| 20 | c) A/R to Shyamota Road |
| 21 | d) SH 01 to Dubbi Bidarkha |
| 22 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2 with lead upto 50 m as per MoRTH Specification Clause 305.3 |
| 23 | a) Bhadoti to Bhookha Gambhira Gojyari |
| 24 | b) Padana Mod to Khat Kalan Khat Khurd upto Selu Choraha |
| 25 | c) A/R to Shyamota Road |
| 26 | d) SH 01 to Dubbi Bidarkha |
| 27 | Haulage of materials by tipper excluding cost of loading, unloading and stacking. Case-I : Surfaced Road |
| 28 | a) Bhadoti to Bhookha Gambhira Gojyari |
| 29 | b) Padana Mod to Khat Kalan Khat Khurd upto Selu Choraha |
| 30 | c) A/R to Shyamota Road |
| 31 | d) SH 01 to Dubbi Bidarkha |
| 32 | Loading and Unloading Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by Mechanical Means Loading of Earth, Sand, Moorum, Manure, Flyash by mechanical means including a lead upto 30 m. |
| 33 | a) Bhadoti to Bhookha Gambhira Gojyari |
| 34 | b) Padana Mod to Khat Kalan Khat Khurd upto Selu Choraha |
| 35 | c) A/R to Shyamota Road |
| 36 | d) SH 01 to Dubbi Bidarkha |
| 37 | 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 meanswith a lead of 1 Km. |
| 38 | for grading- III Material |
| 39 | a) Bhadoti to Bhookha Gambhira Gojyari |
| 40 | b) Padana Mod to Khat Kalan Khat Khurd upto Selu Choraha |
| 41 | c) A/R to Shyamota Road |
| 42 | d) SH 01 to Dubbi Bidarkha |
| 43 | Extra rate for carriage of mixed material additional lead from in item 4.2 beyond 20 KM |
| 44 | a) Bhadoti to Bhookha Gambhira Gojyari |
| 45 | b) Padana Mod to Khat Kalan Khat Khurd upto Selu Choraha |
| 46 | c) A/R to Shyamota Road |
| 47 | d) SH 01 to Dubbi Bidarkha |
| 48 | 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 a lead of 1 Km. |
| 49 | a) Bhadoti to Bhookha Gambhira Gojyari |
| 50 | b) Padana Mod to Khat Kalan Khat Khurd upto Selu Choraha |
| 51 | c) A/R to Shyamota Road |
| 52 | d) SH 01 to Dubbi Bidarkha |
| 53 | Extra rate for carriage of mixed material additional lead from in item 4.6 Beyond 20 KM |
| 54 | a) Bhadoti to Bhookha Gambhira Gojyari |
| 55 | b) Padana Mod to Khat Kalan Khat Khurd upto Selu Choraha |
| 56 | c) A/R to Shyamota Road |
| 57 | d) SH 01 to Dubbi Bidarkha |
| 58 | 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 |
| 59 | a) Bhadoti to Bhookha Gambhira Gojyari |
| 60 | b) Padana Mod to Khat Kalan Khat Khurd upto Selu Choraha |
| 61 | c) A/R to Shyamota Road |
| 62 | 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. |
| 63 | a) Bhadoti to Bhookha Gambhira Gojyari |
| 64 | b) Padana Mod to Khat Kalan Khat Khurd upto Selu Choraha |
| 65 | c) A/R to Shyamota Road |
| 66 | Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 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 505 complete in all respects. Bitumen (VG-30) Grading - II (26.50 mm (Nominal Size)) |
| 67 | a) Bhadoti to Bhookha Gambhira Gojyari |
| 68 | b) Padana Mod to Khat Kalan Khat Khurd upto Selu Choraha |
| 69 | c) A/R to Shyamota Road |
| 70 | 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 allrespects for Grading-II(13 mm nominal size) Bitumen (VG-30) |
| 71 | a) Bhadoti to Bhookha Gambhira Gojyari |
| 72 | b) Padana Mod to Khat Kalan Khat Khurd upto Selu Choraha |
| 73 | c) A/R to Shyamota Road |
| 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 fully automatic computerised batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. |
| 75 | a) Bhadoti to Bhookha Gambhira Gojyari |
| 76 | b) Padana Mod to Khat Kalan Khat Khurd upto Selu Choraha |
| 77 | c) A/R to Shyamota Road |
| 78 | d) SH 01 to Dubbi Bidarkha |
| 79 | 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, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in fully automatic Computerised Batching Plant compatiable with Printer and Pen Drive and transported to site in transit mixer for having continuous 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 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 drawing and MoRTH Specification Clause 602 with all required equipments (Dowel Bars & Tie Bar will be paid seprately). |
| 80 | a) Bhadoti to Bhookha Gambhira Gojyari |
| 81 | 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 allrequired equipments (Dowel Bars will be paid seprately) |
| 82 | b) Padana Mod to Khat Kalan Khat Khurd upto Selu Choraha |
| 83 | c) A/R to Shyamota Road |
| 84 | d) SH 01 to Dubbi Bidarkha |
| 85 | Providing and Fixing of Dowel Bars and Tie 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 specificationand as per direction of the Engineer-in-charge. |
| 86 | a) Bhadoti to Bhookha Gambhira Gojyari |
| 87 | b) Padana Mod to Khat Kalan Khat Khurd upto Selu Choraha |
| 88 | c) A/R to Shyamota Road |
| 89 | d) SH 01 to Dubbi Bidarkha |
| 90 | 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. |
| 91 | a) Bhadoti to Bhookha Gambhira Gojyari |
| 92 | b) Padana Mod to Khat Kalan Khat Khurd upto Selu Choraha |
| 93 | c) A/R to Shyamota Road |
| 94 | d) SH 01 to Dubbi Bidarkha |
| 95 | 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. 300mm dia |
| 96 | a) 300mm dia |
| 97 | a) Bhadoti to Bhookha Gambhira Gojyari |
| 98 | b) Padana Mod to Khat Kalan Khat Khurd upto Selu Choraha |
| 99 | c) A/R to Shyamota Road |
| 100 | d) SH 01 to Dubbi Bidarkha |
| 101 | b) 600mm dia |
| 102 | a) Bhadoti to Bhookha Gambhira Gojyari |
| 103 | Kilo Metre Stone 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 |
| 104 | 5th kilometre stone (precast) |
| 105 | a) Bhadoti to Bhookha Gambhira Gojyari |
| 106 | Ordinary Kilometer stone (Precast) |
| 107 | a) Bhadoti to Bhookha Gambhira Gojyari |
| 108 | b) Padana Mod to Khat Kalan Khat Khurd upto Selu Choraha |
| 109 | c) A/R to Shyamota Road |
| 110 | d) SH 01 to Dubbi Bidarkha |
| 111 | Hectometer stone (Precast) |
| 112 | a) Bhadoti to Bhookha Gambhira Gojyari |
| 113 | b) Padana Mod to Khat Kalan Khat Khurd upto Selu Choraha |
| 114 | c) A/R to Shyamota Road |
| 115 | d) SH 01 to Dubbi Bidarkha |
| 116 | Traffic Signs, Retro-reflectorised Traffic Signs, 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 |
| 117 | 900 mm equilateral triangle |
| 118 | a) Bhadoti to Bhookha Gambhira Gojyari |
| 119 | 600 mm equilateral triangle |
| 120 | a) Bhadoti to Bhookha Gambhira Gojyari |
| 121 | b) Padana Mod to Khat Kalan Khat Khurd upto Selu Choraha |
| 122 | c) A/R to Shyamota Road |
| 123 | d) SH 01 to Dubbi Bidarkha |
| 124 | 600 mm circular |
| 125 | a) Bhadoti to Bhookha Gambhira Gojyari |
| 126 | b) Padana Mod to Khat Kalan Khat Khurd upto Selu Choraha |
| 127 | c) A/R to Shyamota Road |
| 128 | d) SH 01 to Dubbi Bidarkha |
| 129 | 800 mm x 600 mm rectangular |
| 130 | a) Bhadoti to Bhookha Gambhira Gojyari |
| 131 | b) Padana Mod to Khat Kalan Khat Khurd upto Selu Choraha |
| 132 | c) A/R to Shyamota Road |
| 133 | d) SH 01 to Dubbi Bidarkha |
| 134 | Direction and Place Identification signs with size more than 0.9 sqm size board. Retro-reflectorised Traffic Signs, 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 |
| 135 | a) Bhadoti to Bhookha Gambhira Gojyari |
| 136 | b) Padana Mod to Khat Kalan Khat Khurd upto Selu Choraha |
| 137 | c) A/R to Shyamota Road |
| 138 | d) SH 01 to Dubbi Bidarkha |
| 139 | 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. |
| 140 | a) Bhadoti to Bhookha Gambhira Gojyari |
| 141 | b) Padana Mod to Khat Kalan Khat Khurd upto Selu Choraha |
| 142 | c) A/R to Shyamota Road |
| 143 | d) SH 01 to Dubbi Bidarkha |
| 144 | Provision of 15 nos. rumble strips covered with premix bituminous carpet, 15-20 mm high at centre, 250 mm wide placed at 1 m centre-to-centre at approved locations to control speed, marked with white strips of road marking paint as per MoRTH Specification Clause 803 |
| 145 | a) Bhadoti to Bhookha Gambhira Gojyari |
| 146 | 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 m depth |
| 147 | a) Bhadoti to Bhookha Gambhira Gojyari |
| 148 | d) SH 01 to Dubbi Bidarkha |
| 149 | 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 size 1:3:6 |
| 150 | a) Bhadoti to Bhookha Gambhira Gojyari |
| 151 | d) SH 01 to Dubbi Bidarkha |
| 152 | Plain/reinforced cement concrete in substructure complete as per drawings and MoRTH specification Clauses 1700 and 2200 For height upto 5 m |
| 153 | Nominal mix (1:2:4) |
| 154 | a) Bhadoti to Bhookha Gambhira Gojyari |
| 155 | d) SH 01 to Dubbi Bidarkha |
| 156 | Supplying, fitting, and placing HYSD bar reinforcement (Primary Steel) in Foundation, Substructure and superstructure at any level complete as per drawing and MoRTH specificationsClauses 1009,1600 and 2302 |
| 157 | a) Bhadoti to Bhookha Gambhira Gojyari |
| 158 | d) SH 01 to Dubbi Bidarkha |
| 159 | Providing and laying reinforced cement concrete pipe NP4 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. 1000mm dia |
| 160 | a) Bhadoti to Bhookha Gambhira Gojyari |
| 161 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRTH specification Clauses 1409, 2204.4, 2206.4 & 2706 |
| 162 | d) SH 01 to Dubbi Bidarkha Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 23, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Jul 30, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 2 daysJul 30, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysJul 31, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 3 daysTender Documents
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