Tender For Road Work Benad Phatak To Dadi Ka Phatak Rob On Both Sides Of Jaipur Sikar Railway Line, Zone B-2,Jda, Jaipur
Tender Value
17.30 Crore
Estimated cost
Bid Submission
20 Nov 2026
14 days left
EMD
34.60 Lakhs
Bank guarantee accepted
Document Fee
2500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jaipur → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Road Work Benad Phatak To Dadi Ka Phatak Rob On Both Sides Of Jaipur Sikar Railway Line, Zone B-2,Jda, Jaipur
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling of Flexible Pavements Dismantling offlexible pavements and disposal of dismantledmaterials upto a lead of 100 m, stacking serviceableand unserviceable materials separately as per MoRTHSpecification Clause 202 By Manual Means Bituminous Courses |
| 2 | Dismantling of Flexible Pavements Dismantling offlexible pavements and disposal of dismantledmaterials upto a lead of 100 m, stacking serviceableand unserviceable materials separately as per MoRTHSpecification Clause 202 By Manual Means Granular Courses |
| 3 | Excavation in Soil using Hydraulic Excavator andTippers with disposal upto 1000 m Excavation forroadwork in soil with hydraulic excavator of 0.9 cumbucket capacity including cutting and loading in tippers,trimming bottom and side slopes, in accordance withrequirements of lines, grades and cross-sections, andtransporting to the embankment location with a lift upto1.5 m and lead upto 1000 m as per MoRTHSpecification Clause 301.3 |
| 4 | Wet Mix Macadam Providing, laying, spreading andcompacting graded stone aggregate to wet mixmacadam specification including premixing thematerial with water at OMC in mechanical mixer (PugMill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a wellprepared sub-base and compacting with smooth wheelroller of 80 to 100kN weight to achieve the desireddensity including lighting, barricading and maintenanceof diversion, etc as per Tables 400.11 & 400.12 andMoRD Specification Clause 406. By MechanicalMeans with 1 km lead By Mechanical Means with all lead |
| 5 | Prime Coat Providing and applying primer coat with bitumenemulsion (SS-1) on prepared surface of granularbase(WBM/WMM) including cleaning of road surfaceand spraying primer at the rate of 0.70-1.0 kg/sqmusing mechanical means as per MoRTH SpecificationClause 502 |
| 6 | Providing and applying tack coat with Bitumenemulsion (RS-1) using emulsion distributor at the rateof 0.20 to 0.30 kg per sqm on the prepared bituminoussurface cleaned with Hydraulic broom as per MoRTHSpecification Clause 503. |
| 7 | Providing and applying tack coat with Bitumenemulsion (RS-1) using emulsion distributor at the rateof 0.25 to 0.30 kg per sqm on the prepared granularsurfaces treated with primer & cleaned with Hydraulicbroom as per MoRTH Specification Clause 503. |
| 8 | Providing and laying dense graded bituminousmacadam with 100-120 TPH batch type HMPproducing an average output of 75 tones per hourusing crushed aggregates of specified grading,premixed with bituminous binder minimum @ 4.0 & 4.5percent by weight of total mix and filler, transportingthe hot mix to work site, laying with a hydrostatic paverfinisher with sensor control to the required grade, leveland alignment, rolling with smooth wheeled, vibratoryand tandem rollers to achieve the desired compactionas per MoRTH Specifications Clause 505 complete inall respects. Bitumen (VG-30) Grading - II (26.50 mm (Nominal Size)) |
| 9 | Providing and laying bituminous concrete with 100-120TPH batch type hot mix plant producing an averageoutput of 75 tonnes per hour using crushed aggregatesof specified grading, premixed with bituminous binderminimum @ 5.2 & 5.4 per cent of mix and filler,transporting the hot mix to work site, laying with ahydrostatic paver finisher with sensor control to therequired grade, level and alignment, rolling withsmooth wheeled, vibratory and tandem rollers toachieve the desired compaction as per MoRTHSpecifications Clause 507 complete in all respects for Grading-II(13 mm nominal size) Bitumen (VG-30) |
| 10 | Providing and laying in position cement concreteincluding curing, compaction etc. complete in specifiedgrade excluding the cost of centering and shuttering -All work up to plinth level. M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarsesand : 6 graded stone aggregate 40mm nominal size). |
| 11 | Painting two coats including primer coat after filling thesurface with synthetic enamel paint in all shades onnew, plastered / concrete surfaces as per drawing andMoRTH Specification Clause 801 |
| 12 | Supplying and Fixing of Cat’s Eye made of aluminiumalloy size 75x100x22 mm having 21 biconvex lensesembedded in circular disk of ABS plastic on each side. |
| 13 | Providing & Fixing of Vicro Spring Post made ofFlexible PU UV Stabilized, Excellent ESCR, No rust Nochip, size 80X750 mm with round 3 no radium tapedesinbed for max ageing resistance under sunlighthaving upper dia 15 cm. and lower dia 20 cm withanother attachment of 15x15 cm circular section with15 cm. face plate and hold fast at bottom as perdirection of Engineer In Charge |
| 14 | Providing & Fixing of ABS Plastic rectangle crumb ofSize 250mm X 125mm X 28mm fixing with nail andvicro epoxy at interval for prevent of accident requireboth side reflector of specific size with visibility at least100mtr |
| 15 | Interlocking Concrete Block Pavement with M-30Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks(measurements shall be made inner to inner side ofedge blocks)Providing and Laying of Interlocking M-30 gradeConcrete Block Pavements having thickness 60 mm asper drawings and as per IS 15658:2006.and materialsconforming to MoRTH Specification Clause 602 withM-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr EdgeBlocks. Category 'B' : Dentated only two side like I,Z,T shapeas per IRC:SP:63-2004 |
| 16 | Providing and fixing steel gate, grating , and grillsmade of angles, tees, square bars, flats,or black pipewith holdfast and fittings complete as per design anddrawing including cutting welding and fabrication withpriming coat of red oxide |
| 17 | Construction of un-reinforced , plain cement concretepavement M-35 (Grade), thickness as per design, overa prepared sub base, with 43/53 grade cement as perClause 602, coarse and fine aggregates conforming toIS:383, maximum size of coarse aggregate notexceeding 31.5 mm, mixed in a in fully automaticBatching Plant and transported to site in transit mixerfor having continuous agitated mixer, manufactured asper approved mix design including pumping of R.M.C.from transit mixer to site of laying , with all lead and liftincluding cost of admixtures in recommended portionas per IS 9103 to accelerate/ retard setting of concrete,improve workability without impairing strength anddurability as per direction of Engineer in charge laidwith a Fixed Form Paver (laying and fixing of 150micron thick polythene Film and finished in continuousoperation including provision of contraction andexpansion, construction joints, applying debondingstrips, primer, sealant near approaches tobridge/culvert and construction joints, admixtures asapproved, curing of concrete slabs for 14-days usingwater finishing to lines and grade as per drawing andMoRTH Specification Clause 602 including vaccumdewatering process with all required equipments(Dowel Bars will be paid seprately). |
| 18 | Supplying and fixing of micro prismatic retro reflectivesheeting confirming to type XI of ASTM D4956, shallbe pressure fixed to the full face of the ACP sheet asback ground sheet (in approved colour) and the toplayer will be overlaid with electro cut transparent film ofapproved make and colour to create the desired roadsign including cutting, cleaning and pasting etc.Complete as per design, drawing and direction ofengineer in charge. (Payment shall be made for flatarea of sheet), Make 3M/Avery Dennison or equivalentas approved by EIC, Confirming to type XI of ASTMD4956 |
| 19 | Removal of blown sand including taking out anddisposal of excavated material with lead up to 50Mtr.and lift up to 1.5 Mtr disposed soil to be levelled andneatly dressed. |
| 20 | Carriage of material from quarry / crusher to work siteincluding loading, unloading and stacking all complete. Building Rubbish Stone metal (Grit and ballast etc.) For 10 Km. |
| 21 | Pavement milling (cold planning, asphalt milling, orprofiling) of existing all kinds of bituminous surfaces(Mastic, DBM, BC, SDBC, SMA, PMC etc.) withspecially designed equipment up to the specified depthof bituminous layer as per designed level & grade,including disposal of milling material with all lead(minimum 20 km from site) and lift complete as perspecification. The surface shall be free of bumps, ruts,and other imperfections including the arrangement oftraffic diversion if required. Milling material recovered,shall be loaded directly onto trucks/trolleys from themilling machine & shall be the property of thecontractor. The milled road surface shall be sweptclean prior to opening to traffic. The milling machine ispower-operated, self-propelled, and self-sufficient inpower, traction, and stability to remove a thickness ofBT surface to a specified depth. The machine shouldbe able to provide a uniform profile and cross slope,and capable of accurately and automaticallyestablishing profile grades along each edge of themachine by referencing from the existing pavementwithout damaging the bottom CC surface if any. Themachine should have an automatic system forcontrolling grade elevation and cross slope etc. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 29, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 20, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 14 daysNov 27, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 21 daysTender Documents
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