Tender For 02 - Construction And Renewal Of Various Roads Under Package No.Rj-10-02-5054/Np-Ml /Nbh/2026-27 In Pwd Sub-Division, Nimbahera Distt. Chittorgarh
Tender Value
1.78 Crore
Estimated cost
Bid Submission
12 Sep 2026
0 days left
EMD
3.57 Lakhs
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Chittorgarh → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for 02 - Construction And Renewal Of Various Roads Under Package No.Rj-10-02-5054/Np-Ml /Nbh/2026-27 In Pwd Sub-Division, Nimbahera Distt. Chittorgarh
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 | Kanera to sarsi Gundarel Rupa ji ki Dhani |
| 3 | NH 79 to Pipaliya KM 0/00 to 1/00 |
| 4 | Mangrol Arnoda Road KM 1/300 to 2/200 |
| 5 | Badawali to Kochwa Km 0/00 to 1/300 |
| 6 | 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 |
| 7 | Kanera to sarsi Gundarel Rupa ji ki Dhani |
| 8 | NH 79 to Pipaliya KM 0/00 to 1/00 |
| 9 | Mangrol Arnoda Road KM 1/300 to 2/200 |
| 10 | Badawali to Kochwa Km 0/00 to 1/300 |
| 11 | 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. By Mix in Place Method For All Rajasthan except Bikaner, Churu, Hanumangarh and Sri Ganganagar For Grading III Material |
| 12 | Kanera to sarsi Gundarel Rupa ji ki Dhani |
| 13 | NH 79 to Pipaliya KM 0/00 to 1/00 |
| 14 | Mangrol Arnoda Road KM 1/300 to 2/200 |
| 15 | Badawali to Kochwa Km 0/00 to 1/300 |
| 16 | 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. For All Rajasthan except Bikaner, Churu, Hanumangarh and Sri Ganganagar |
| 17 | Kanera to sarsi Gundarel Rupa ji ki Dhani |
| 18 | NH 79 to Pipaliya KM 0/00 to 1/00 |
| 19 | Mangrol Arnoda Road KM 1/300 to 2/200 |
| 20 | Badawali to Kochwa Km 0/00 to 1/300 |
| 21 | 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 |
| 22 | Kanera to sarsi Gundarel Rupa ji ki Dhani |
| 23 | NH 79 to Pipaliya KM 0/00 to 1/00 |
| 24 | Mangrol Arnoda Road KM 1/300 to 2/200 |
| 25 | Badawali to Kochwa Km 0/00 to 1/300 |
| 26 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.30 to 0.35 kg per sqm on the prepared non-bituminous surfaces (cement concrete pavement) cleaned with Hydraulic broom as per MoRTH Specification Clause 503. |
| 27 | Kanera to sarsi Gundarel Rupa ji ki Dhani |
| 28 | NH 79 to Pipaliya KM 0/00 to 1/00 |
| 29 | Mangrol Arnoda Road KM 1/300 to 2/200 |
| 30 | Badawali to Kochwa Km 0/00 to 1/300 |
| 31 | 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) |
| 32 | Kanera to sarsi Gundarel Rupa ji ki Dhani |
| 33 | NH 79 to Pipaliya KM 0/00 to 1/00 |
| 34 | Mangrol Arnoda Road KM 1/300 to 2/200 |
| 35 | Badawali to Kochwa Km 0/00 to 1/300 |
| 36 | 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 Type B Bitumen VG30 grade |
| 37 | Kanera to sarsi Gundarel Rupa ji ki Dhani |
| 38 | NH 79 to Pipaliya KM 0/00 to 1/00 |
| 39 | Mangrol Arnoda Road KM 1/300 to 2/200 |
| 40 | Badawali to Kochwa Km 0/00 to 1/300 |
| 41 | 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. 600 mm Dia |
| 42 | Kanera to sarsi Gundarel Rupa ji ki Dhani |
| 43 | NH 79 to Pipaliya KM 0/00 to 1/00 |
| 44 | Mangrol Arnoda Road KM 1/300 to 2/200 |
| 45 | Badawali to Kochwa Km 0/00 to 1/300 |
| 46 | 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 |
| 47 | Kanera to sarsi Gundarel Rupa ji ki Dhani |
| 48 | NH 79 to Pipaliya KM 0/00 to 1/00 |
| 49 | Mangrol Arnoda Road KM 1/300 to 2/200 |
| 50 | Badawali to Kochwa Km 0/00 to 1/300 |
| 51 | 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. |
| 52 | Kanera to sarsi Gundarel Rupa ji ki Dhani |
| 53 | NH 79 to Pipaliya KM 0/00 to 1/00 |
| 54 | Mangrol Arnoda Road KM 1/300 to 2/200 |
| 55 | Badawali to Kochwa Km 0/00 to 1/300 |
| 56 | 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 |
| 57 | Kanera to sarsi Gundarel Rupa ji ki Dhani |
| 58 | NH 79 to Pipaliya KM 0/00 to 1/00 |
| 59 | Mangrol Arnoda Road KM 1/300 to 2/200 |
| 60 | Badawali to Kochwa Km 0/00 to 1/300 |
| 61 | Providing concret 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 |
| 62 | Kanera to sarsi Gundarel Rupa ji ki Dhani |
| 63 | NH 79 to Pipaliya KM 0/00 to 1/00 |
| 64 | Mangrol Arnoda Road KM 1/300 to 2/200 |
| 65 | Badawali to Kochwa Km 0/00 to 1/300 |
| 66 | Providing concret for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702,1703, 2102 & 2104 P.C.C grade M-15 Nominal mix (1:2.5:5) |
| 67 | Kanera to sarsi Gundarel Rupa ji ki Dhani |
| 68 | NH 79 to Pipaliya KM 0/00 to 1/00 |
| 69 | Mangrol Arnoda Road KM 1/300 to 2/200 |
| 70 | Badawali to Kochwa Km 0/00 to 1/300 |
| 71 | 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) |
| 72 | Kanera to sarsi Gundarel Rupa ji ki Dhani |
| 73 | NH 79 to Pipaliya KM 0/00 to 1/00 |
| 74 | Mangrol Arnoda Road KM 1/300 to 2/200 |
| 75 | Badawali to Kochwa Km 0/00 to 1/300 |
| 76 | 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 Ordinary Kilometer Stone (precast) |
| 77 | Kanera to sarsi Gundarel Rupa ji ki Dhani |
| 78 | NH 79 to Pipaliya KM 0/00 to 1/00 |
| 79 | Mangrol Arnoda Road KM 1/300 to 2/200 |
| 80 | Badawali to Kochwa Km 0/00 to 1/300 |
| 81 | 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 801.200 m stone (precast) |
| 82 | Kanera to sarsi Gundarel Rupa ji ki Dhani |
| 83 | NH 79 to Pipaliya KM 0/00 to 1/00 |
| 84 | Mangrol Arnoda Road KM 1/300 to 2/200 |
| 85 | Badawali to Kochwa Km 0/00 to 1/300 |
| 86 | 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 GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRTH Specification Clause 801.600mm equilateral triangle |
| 87 | Kanera to sarsi Gundarel Rupa ji ki Dhani |
| 88 | NH 79 to Pipaliya KM 0/00 to 1/00 |
| 89 | Mangrol Arnoda Road KM 1/300 to 2/200 |
| 90 | Badawali to Kochwa Km 0/00 to 1/300 |
| 91 | 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. 600mm ecircular |
| 92 | Kanera to sarsi Gundarel Rupa ji ki Dhani |
| 93 | NH 79 to Pipaliya KM 0/00 to 1/00 |
| 94 | Mangrol Arnoda Road KM 1/300 to 2/200 |
| 95 | Badawali to Kochwa Km 0/00 to 1/300 |
| 96 | 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. 600mm x 450mm rectangular |
| 97 | Kanera to sarsi Gundarel Rupa ji ki Dhani |
| 98 | NH 79 to Pipaliya KM 0/00 to 1/00 |
| 99 | Mangrol Arnoda Road KM 1/300 to 2/200 |
| 100 | Badawali to Kochwa Km 0/00 to 1/300 |
| 101 | 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 Square tube 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 |
| 102 | Kanera to sarsi Gundarel Rupa ji ki Dhani |
| 103 | NH 79 to Pipaliya KM 0/00 to 1/00 |
| 104 | Mangrol Arnoda Road KM 1/300 to 2/200 |
| 105 | Badawali to Kochwa Km 0/00 to 1/300 |
| 106 | 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. |
| 107 | Kanera to sarsi Gundarel Rupa ji ki Dhani |
| 108 | NH 79 to Pipaliya KM 0/00 to 1/00 |
| 109 | Mangrol Arnoda Road KM 1/300 to 2/200 |
| 110 | Badawali to Kochwa Km 0/00 to 1/300 |
| 111 | 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. |
| 112 | Kanera to sarsi Gundarel Rupa ji ki Dhani |
| 113 | NH 79 to Pipaliya KM 0/00 to 1/00 |
| 114 | Mangrol Arnoda Road KM 1/300 to 2/200 |
| 115 | Badawali to Kochwa Km 0/00 to 1/300 |
| 116 | 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 |
| 117 | Kanera to sarsi Gundarel Rupa ji ki Dhani |
| 118 | NH 79 to Pipaliya KM 0/00 to 1/00 |
| 119 | Mangrol Arnoda Road KM 1/300 to 2/200 |
| 120 | Badawali to Kochwa Km 0/00 to 1/300 |
| 121 | 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) |
| 122 | Kanera to sarsi Gundarel Rupa ji ki Dhani |
| 123 | NH 79 to Pipaliya KM 0/00 to 1/00 |
| 124 | Mangrol Arnoda Road KM 1/300 to 2/200 |
| 125 | Badawali to Kochwa Km 0/00 to 1/300 |
| 126 | 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. 600mm x 450mm rectangular |
| 127 | Kanera to sarsi Gundarel Rupa ji ki Dhani |
| 128 | NH 79 to Pipaliya KM 0/00 to 1/00 |
| 129 | Mangrol Arnoda Road KM 1/300 to 2/200 |
| 130 | Badawali to Kochwa Km 0/00 to 1/300 |
| 131 | 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 |
| 132 | Kanera to sarsi Gundarel Rupa ji ki Dhani |
| 133 | NH 79 to Pipaliya KM 0/00 to 1/00 |
| 134 | Mangrol Arnoda Road KM 1/300 to 2/200 |
| 135 | Badawali to Kochwa Km 0/00 to 1/300 |
| 136 | Supply & fixing of Fiber reinforced Ferro cement drain cover (light duty) designed for side drain for class \\"B\\" Road loading duly marked on cover with adequate steel reinforcement having thickness 50 mm to 75 mm anti corrosive bitumen painted M.S. plate Rim and on M.S. lifting hooks additives & admixture like plasticizer shrinkage resistance compound abrasion resistant as per approved drawing and design complete in all respect. for drain Opeining Size 300 to 450 mm Standard Drain Cover Size 600mm x 1200mm x 50mm |
| 137 | Kanera to sarsi Gundarel Rupa ji ki Dhani |
| 138 | NH 79 to Pipaliya KM 0/00 to 1/00 |
| 139 | Mangrol Arnoda Road KM 1/300 to 2/200 |
| 140 | Badawali to Kochwa Km 0/00 to 1/300 |
| 141 | Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and MoRTH specifications Clauses 1009,1600 and 2102 |
| 142 | Kanera to sarsi Gundarel Rupa ji ki Dhani |
| 143 | NH 79 to Pipaliya KM 0/00 to 1/00 |
| 144 | Mangrol Arnoda Road KM 1/300 to 2/200 |
| 145 | Badawali to Kochwa Km 0/00 to 1/300 |
| 146 | Add GST @ 18% Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 24, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 12, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
TodaySep 14, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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