Tender For Renewal Of Various Roads Under Pkg No Rj-20-04/Np/Nwg/2026-27 Under Sub Dn. Nawalgarh Distt. Jhunjhunu As Per Nit
Tender Value
3.75 Crore
Estimated cost
Bid Submission
24 Aug 2026
0 days left
EMD
7.50 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
Jhunjhunu → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Renewal Of Various Roads Under Pkg No Rj-20-04/Np/Nwg/2026-27 Under Sub Dn. Nawalgarh Distt. Jhunjhunu As Per Nit
BOQ
| Sl. No. | Item Description |
| 1 | Civil Work :- |
| 2 | 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 |
| 3 | Gothara to Poojari Ki dhani |
| 4 | Khirod tarpura |
| 5 | Udaipurwati to Kirodi |
| 6 | Nawalgarh Chellasi |
| 7 | Saininagar to Birol Via-Garhwali Dhani |
| 8 | SH-08 to Durjanpura |
| 9 | Birol to Matwa ki Dhani |
| 10 | 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 |
| 11 | Gothara to Poojari Ki dhani |
| 12 | Khirod tarpura |
| 13 | Udaipurwati to Kirodi |
| 14 | Nawalgarh Chellasi |
| 15 | Saininagar to Birol Via-Garhwali Dhani |
| 16 | SH-08 to Durjanpura |
| 17 | Birol to Matwa ki Dhani |
| 18 | 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 |
| 19 | Gothara to Poojari Ki dhani |
| 20 | Khirod tarpura |
| 21 | Udaipurwati to Kirodi |
| 22 | Nawalgarh Chellasi |
| 23 | Saininagar to Birol Via-Garhwali Dhani |
| 24 | SH-08 to Durjanpura |
| 25 | Birol to Matwa ki Dhani |
| 26 | 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 |
| 27 | Gothara to Poojari Ki dhani |
| 28 | Khirod tarpura |
| 29 | Udaipurwati to Kirodi |
| 30 | Nawalgarh Chellasi |
| 31 | Saininagar to Birol Via-Garhwali Dhani |
| 32 | SH-08 to Durjanpura |
| 33 | Birol to Matwa ki Dhani |
| 34 | 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 |
| 35 | Gothara to Poojari Ki dhani |
| 36 | Udaipurwati to Kirodi |
| 37 | Nawalgarh Chellasi |
| 38 | Saininagar to Birol Via-Garhwali Dhani |
| 39 | SH-08 to Durjanpura |
| 40 | Birol to Matwa ki Dhani |
| 41 | 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 III Material |
| 42 | Gothara to Poojari Ki dhani |
| 43 | Khirod tarpura |
| 44 | Udaipurwati to Kirodi |
| 45 | Nawalgarh Chellasi |
| 46 | Saininagar to Birol Via-Garhwali Dhani |
| 47 | SH-08 to Durjanpura |
| 48 | Birol to Matwa ki Dhani |
| 49 | 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]. Bymechanicalmeans.ForAllRajasthanexceptBikaner,Churu,HanumangarhandSri Ganganagar |
| 50 | Khirod tarpura |
| 51 | Water Bound Macadam with Crushable ScreeningsWBM Grading 1Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable 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 Broken aggregate : By Mechanical Means |
| 52 | Gothara to Poojari Ki dhani |
| 53 | Udaipurwati to Kirodi |
| 54 | Nawalgarh Chellasi |
| 55 | Saininagar to Birol Via-Garhwali Dhani |
| 56 | SH-08 to Durjanpura |
| 57 | Birol to Matwa ki Dhani |
| 58 | Water Bound Macadam with Crushable ScreeningsWBM Grading 2Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per MoRTH Specification Clause 404. Using Crusher Broken aggregate : By Mechanical Means |
| 59 | Gothara to Poojari Ki dhani |
| 60 | Udaipurwati to Kirodi |
| 61 | Nawalgarh Chellasi |
| 62 | Saininagar to Birol Via-Garhwali Dhani |
| 63 | SH-08 to Durjanpura |
| 64 | Birol to Matwa ki Dhani |
| 65 | 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 |
| 66 | Khirod tarpura |
| 67 | Prime CoatLow porosityProviding 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 |
| 68 | Gothara to Poojari Ki dhani |
| 69 | Khirod tarpura |
| 70 | Udaipurwati to Kirodi |
| 71 | Nawalgarh Chellasi |
| 72 | Saininagar to Birol Via-Garhwali Dhani |
| 73 | SH-08 to Durjanpura |
| 74 | Birol to Matwa ki Dhani |
| 75 | Tack CoatProviding 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. |
| 76 | Gothara to Poojari Ki dhani |
| 77 | Khirod tarpura |
| 78 | Udaipurwati to Kirodi |
| 79 | Nawalgarh Chellasi |
| 80 | Saininagar to Birol Via-Garhwali Dhani |
| 81 | SH-08 to Durjanpura |
| 82 | Birol to Matwa ki Dhani |
| 83 | 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 @ 4.0 to 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).For all Rajasthan except Bikaner and sri ganganagarGrading - II (26.50 mm (Nominal Size)) |
| 84 | Khirod tarpura |
| 85 | 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 @ 5.4 to 5.6 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 all respects:For all Rajasthan except Bikaner and sri ganganagar for Grading-II(13 mm nominal size) Bitumen (VG-30) |
| 86 | Khirod tarpura |
| 87 | 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) BinderProviding, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration 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 (S-65) |
| 88 | Gothara to Poojari Ki dhani |
| 89 | Udaipurwati to Kirodi |
| 90 | Nawalgarh Chellasi |
| 91 | Saininagar to Birol Via-Garhwali Dhani |
| 92 | SH-08 to Durjanpura |
| 93 | Birol to Matwa ki Dhani |
| 94 | Seal CoatProviding 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 (S-65) |
| 95 | Gothara to Poojari Ki dhani |
| 96 | Udaipurwati to Kirodi |
| 97 | Nawalgarh Chellasi |
| 98 | Saininagar to Birol Via-Garhwali Dhani |
| 99 | SH-08 to Durjanpura |
| 100 | Birol to Matwa ki Dhani |
| 101 | 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) |
| 102 | Gothara to Poojari Ki dhani |
| 103 | Udaipurwati to Kirodi |
| 104 | Nawalgarh Chellasi |
| 105 | Saininagar to Birol Via-Garhwali Dhani |
| 106 | SH-08 to Durjanpura |
| 107 | Birol to Matwa ki Dhani |
| 108 | Dismantling of Cement Concrete Pavements as per MoRTH Specification Clause 202.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 |
| 109 | Nawalgarh Chellasi |
| 110 | Kilometre StoneReinforced 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 5th Kilometer Stone |
| 111 | Udaipurwati to Kirodi |
| 112 | Kilometre StoneReinforced 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 801Ordinary Kilometer Stone (Precast) |
| 113 | Gothara to Poojari Ki dhani |
| 114 | Khirod tarpura |
| 115 | Udaipurwati to Kirodi |
| 116 | Nawalgarh Chellasi |
| 117 | Saininagar to Birol Via-Garhwali Dhani |
| 118 | SH-08 to Durjanpura |
| 119 | Birol to Matwa ki Dhani |
| 120 | Kilometre StoneReinforced 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 801200 m Stone (Precast) |
| 121 | Gothara to Poojari Ki dhani |
| 122 | Khirod tarpura |
| 123 | Udaipurwati to Kirodi |
| 124 | Nawalgarh Chellasi |
| 125 | Saininagar to Birol Via-Garhwali Dhani |
| 126 | SH-08 to Durjanpura |
| 127 | Birol to Matwa ki Dhani |
| 128 | Semi-Reflective Traffic signsDirection and place indentification signs up to 0.9 sqm size boardProviding 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. |
| 129 | Gothara to Poojari Ki dhani |
| 130 | Khirod tarpura |
| 131 | Udaipurwati to Kirodi |
| 132 | Nawalgarh Chellasi |
| 133 | Saininagar to Birol Via-Garhwali Dhani |
| 134 | SH-08 to Durjanpura |
| 135 | Birol to Matwa ki Dhani |
| 136 | Traffic SignsSemi Reflective Traffic SignsProviding and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 900 mm equilater & triangle |
| 137 | Gothara to Poojari Ki dhani |
| 138 | Khirod tarpura |
| 139 | Udaipurwati to Kirodi |
| 140 | Nawalgarh Chellasi |
| 141 | Saininagar to Birol Via-Garhwali Dhani |
| 142 | SH-08 to Durjanpura |
| 143 | Birol to Matwa ki Dhani |
| 144 | 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. |
| 145 | Gothara to Poojari Ki dhani |
| 146 | Khirod tarpura |
| 147 | Udaipurwati to Kirodi |
| 148 | Nawalgarh Chellasi |
| 149 | Saininagar to Birol Via-Garhwali Dhani |
| 150 | SH-08 to Durjanpura |
| 151 | Birol to Matwa ki Dhani |
| 152 | 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. |
| 153 | Gothara to Poojari Ki dhani |
| 154 | Khirod tarpura |
| 155 | Udaipurwati to Kirodi |
| 156 | Nawalgarh Chellasi |
| 157 | Saininagar to Birol Via-Garhwali Dhani |
| 158 | SH-08 to Durjanpura |
| 159 | Birol to Matwa ki Dhani |
| 160 | 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. |
| 161 | Gothara to Poojari Ki dhani |
| 162 | Khirod tarpura |
| 163 | Udaipurwati to Kirodi |
| 164 | Nawalgarh Chellasi |
| 165 | Saininagar to Birol Via-Garhwali Dhani |
| 166 | SH-08 to Durjanpura |
| 167 | Birol to Matwa ki Dhani |
| 168 | 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. |
| 169 | Gothara to Poojari Ki dhani |
| 170 | Khirod tarpura |
| 171 | Udaipurwati to Kirodi |
| 172 | Nawalgarh Chellasi |
| 173 | Saininagar to Birol Via-Garhwali Dhani |
| 174 | SH-08 to Durjanpura |
| 175 | Birol to Matwa ki Dhani |
| 176 | Excavation for Structures 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. In Ordinary Soil : Upto 3 m depth |
| 177 | Khirod tarpura |
| 178 | Udaipurwati to Kirodi |
| 179 | SH-08 to Durjanpura |
| 180 | Birol to Matwa ki Dhani |
| 181 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 (Banas/Bikaner quarry sand permitted only) P.C.C grade M 10 : Nominal mix 1:3:6 |
| 182 | Khirod tarpura |
| 183 | Udaipurwati to Kirodi |
| 184 | SH-08 to Durjanpura |
| 185 | Birol to Matwa ki Dhani |
| 186 | Stone masonry work in cement mortar in foundation complete as per drawing and MoRTH specifications Clauses 1402, 1405, 2102 & 2104. (Banas/Bikaner quarry sand permitted only) Random Rubble masonary : In cement mortar 1:4 |
| 187 | Khirod tarpura |
| 188 | Udaipurwati to Kirodi |
| 189 | SH-08 to Durjanpura |
| 190 | Birol to Matwa ki Dhani |
| 191 | Plastering with cement mortar (1:4), 20 mm thick on Stone work. (Banas/Bikaner quarry sand permitted only) |
| 192 | Khirod tarpura |
| 193 | Udaipurwati to Kirodi |
| 194 | SH-08 to Durjanpura |
| 195 | Birol to Matwa ki Dhani |
| 196 | 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 |
| 197 | Khirod tarpura |
| 198 | Udaipurwati to Kirodi |
| 199 | SH-08 to Durjanpura |
| 200 | Birol to Matwa ki Dhani |
| 201 | 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 |
| 202 | Khirod tarpura |
| 203 | Udaipurwati to Kirodi |
| 204 | SH-08 to Durjanpura |
| 205 | Birol to Matwa ki Dhani |
| 206 | Add : GST (9.0 % SGST+ 9.0 % CGST) = 18% GST Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 18, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 24, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
TodayAug 25, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 1 dayTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender