Tender For Construction Of Various Roads In Pwd Dn Nathdwara Under Dmft Package No. Rdmft/Gc16/2026-27/07
Tender Value
1.43 Crore
Estimated cost
Bid Submission
16 Nov 2026
6 days left
EMD
2.87 Lakhs
Bank guarantee accepted
Document Fee
1500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Rajsamand → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Various Roads In Pwd Dn Nathdwara Under Dmft Package No. Rdmft/Gc16/2026-27/07
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 25-Oct-2026 | Time Extention | Date | 16-Nov-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means,In area of light jungle |
| 2 | BANEDIYA TO NAYA KUVA |
| 3 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2 |
| 4 | BANEDIYA TO NAYA KUVA |
| 5 | Construction of embankment with approved material obtained from borrow pits with a lift upto1.5m, 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 |
| 6 | CHAMUNDA MATA MANDIR TO PEEPLI DODIYAN |
| 7 | BANEDIYA TO NAYA KUVA |
| 8 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2) |
| 9 | CHAMUNDA MATA MANDIR TO PEEPLI DODIYAN |
| 10 | BANEDIYA TO NAYA KUVA |
| 11 | Crusher Run Macadam Base Providing crushed run stone aggregate greading conforming to table400-14 depositing on a prepared surface by hauling vehicles , spreading and mixing with a motor grader, watering and compacting with a three wheel 80-100 kN static roller as per MoRTH Specification Clause 407 to form a layer of sub-base / base By mixing plant method With 37.5 mm maximum size of aggregates |
| 12 | BANEDIYA TO NAYA KUVA |
| 13 | 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 100 KN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per table 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 |
| 14 | CHAMUNDA MATA MANDIR TO PEEPLI DODIYAN |
| 15 | BANEDIYA TO NAYA KUVA |
| 16 | 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 |
| 17 | BANEDIYA TO NAYA KUVA |
| 18 | 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. |
| 19 | BANEDIYA TO NAYA KUVA |
| 20 | 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 roller 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 - lI: BY Mechanical means Bitumen VG - 30 |
| 21 | BANEDIYA TO NAYA KUVA |
| 22 | 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 Clause511 By Mechanical means Case - II : Type B Bitumen (VG - 30) |
| 23 | BANEDIYA TO NAYA KUVA |
| 24 | Dismantling of cement concrete pavement 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) |
| 25 | BANEDIYA TO NAYA KUVA |
| 26 | 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 form work 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 for14 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) |
| 27 | CHAMUNDA MATA MANDIR TO PEEPLI DODIYAN |
| 28 | BANEDIYA TO NAYA KUVA |
| 29 | 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 specification and as per direction of the Engineer-in-charge. |
| 30 | BANEDIYA TO NAYA KUVA |
| 31 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Mechanical Means Ordinary soil, upto 3 m depth |
| 32 | BANEDIYA TO NAYA KUVA |
| 33 | 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 For All Rajasthan except Bikaner, Hanumangarh and Sri Ganganagar Nominal mix 1:3:6 |
| 34 | BANEDIYA TO NAYA KUVA |
| 35 | Plain/reinforced cement concrete in sub structure complete as per drawings and MoRTH specification Clauses 1700 and 2200 R.C.C grade M 20 |
| 36 | BANEDIYA TO NAYA KUVA |
| 37 | Supplying, fitting and placing TMT bar reinforcement (Primary Steel) in Foundation, Substructure and superstructure at any level complete as per drawing and MoRTH specifications Clause 1009,1600 and 2302 |
| 38 | BANEDIYA TO NAYA KUVA |
| 39 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row 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 2905.1000 mm dia |
| 40 | BANEDIYA TO NAYA KUVA |
| 41 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row 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 | BANEDIYA TO NAYA KUVA |
| 43 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row 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 |
| 44 | BANEDIYA TO NAYA KUVA |
| 45 | Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc, |
| 46 | Ordinary Kilometer stone (Precast) |
| 47 | BANEDIYA TO NAYA KUVA |
| 48 | Hectometer stone (Precast) |
| 49 | BANEDIYA TO NAYA KUVA |
| 50 | Direction and place indentification signs up to 0.9 sqm size board Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2mm 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 47mmx47mm of 12SWG Square tube of 3050 mm height duly strengthened by 25mmx5mm 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 450mmx450mmx600mm, 600mm below ground level as per approved drawing and Specification upto 0.9 sqm size board |
| 51 | CHAMUNDA MATA MANDIR TO PEEPLI DODIYAN |
| 52 | BANEDIYA TO NAYA KUVA |
| 53 | Traffic Signs Retro-reflectorised Traffic Signs Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign asper 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 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmx450mmx600mm,600 mm below ground level as per drawings and MoRTH Specification Clause 801 600 mm equilateral triangle |
| 54 | BANEDIYA TO NAYA KUVA |
| 55 | Traffic Signs Retro-reflectorised Traffic Signs Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign asper 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 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmx450mmx600mm,600 mm below ground level as per drawings and MoRTH Specification Clause 801 600 mm x 450 mm rectangular |
| 56 | BANEDIYA TO NAYA KUVA |
| 57 | Traffic Signs Retro-reflectorised Traffic Signs Providing and fixing of retro-reflectorised cautionary,mandatory and informatory sign asper 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 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mmx450mmx600mm,600 mm below ground level as per drawings and MoRTH Specification Clause 801 900 mm side octagon |
| 58 | BANEDIYA TO NAYA KUVA |
| 59 | Providing and fixing PVC Bump Speed Breakers size 350mmx250mmx50mm fitted with key hooks complete with labour material and traffic diversion arrangements |
| 60 | BANEDIYA TO NAYA KUVA |
| 61 | 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. |
| 62 | CHAMUNDA MATA MANDIR TO PEEPLI DODIYAN |
| 63 | BANEDIYA TO NAYA KUVA |
| 64 | Providing and Erecting typical Citizen's information Board as per approved drawing & specification of made of tow MS Sheet of 1.6 mm thick each of Size 900mmX750MM stiffend by angle iron 25mm X 25 MM 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 600mm x 600 mm 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. |
| 65 | CHAMUNDA MATA MANDIR TO PEEPLI DODIYAN |
| 66 | BANEDIYA TO NAYA KUVA |
| 67 | 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. |
| 68 | BANEDIYA TO NAYA KUVA |
| 69 | 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 x 0.60m with engraving letters and figures,cement plaster,white washing etc. complete as per direction of Engineer in charge. |
| 70 | BANEDIYA TO NAYA KUVA |
| 71 | Painting Two Coats on New Concrete Surfaces Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and MoRTH Specification Clause 801 |
| 72 | BANEDIYA TO NAYA KUVA |
| 73 | ADD GST 18% as Per Finace Circulour Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 25, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Nov 16, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 6 daysNov 16, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysNov 17, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 daysTender 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