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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹63.0 LAdmitted-Finance | -30.99% | ₹63.0 L | L1 | Admitted-Finance |
| 2 | L2₹65.7 L+₹2.7 L (4.35%)Admitted-Finance | -27.99% | ₹65.7 L+₹2.7 L (4.35%) | L2 | Admitted-Finance |
| 3 | L3₹69.6 L+₹6.6 L (10.4%)Admitted-Finance GROUND K 4 NEW SANGANER ROAD NARENDRA NAGAR SWAGE FARM JAIPUR JAIPUR RAJASTHAN 302019 | JAIPUR | RAJASTHAN | 302019 | -23.78% | ₹69.6 L+₹6.6 L (10.4%) | L3 | Admitted-Finance |
| 4 | L4₹71.5 L+₹8.5 L (13.5%)Admitted-Finance | -21.68% | ₹71.5 L+₹8.5 L (13.5%) | L4 | Admitted-Finance |
| 5 | L5₹71.9 L+₹8.9 L (14.2%)Admitted-Finance | -21.22% | ₹71.9 L+₹8.9 L (14.2%) | L5 | Admitted-Finance |
Tender Value
₹91.3 L
EMD Value
₹1.8 L
Closing Date
17 Aug 2026, 6:00 pmClosed
EE C2
JDA Jaipur
Renewal of Internal Roads in Arjun Nagar, Govinda Colony and Shubham Vihar for Ward-79 in Sanganer Constituency Zone-C, JDA, Jaipur
2026_JDAJP_583766_1
EE-C2/13/2026-27
Open Tender
Civil Works
Percentage
90 days
JDA Area
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Online
₹1.8 L
Yes
21 Aug 2026
8 Aug 2026
21 Aug 2026
8 Aug 2026
17 Aug 2026
8 Aug 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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. | - | Cum | 12 | - |
| 2 | Dismantling of Structures Dismantling of existingstructures like culverts, bridges, retaining walls andother structure comprising of masonry, cementconcrete, wood work, steel work, including T&P andscaffolding wherever necessary, sorting the dismantledmaterial, disposal of unserviceable material andstacking the serviceable material with all lifts and leadof 1000 m as per MoRD Specification Clause 202. By Mechanical Means. Cement Concrete. | - | Cum | 308 | - |
| 3 | 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 Mechanical Means. Bituminous Courses. | - | Cum | 100 | - |
| 4 | Carriage of material from quarry / crusher to work siteincluding loading, unloading and stacking all complete. Earth, Sand, Lime, Morrum manure or sludge. For 20 Km. | - | Cum | 109.05 | - |
| 5 | Building Rubbish Stone metal (Grit and ballast etc.). For 20 Km. | - | Cum | 127.45 | - |
| 6 | 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 all lead. | - | Cum | 1,147 | - |
| 7 | 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. | - | Sqm | 31 | - |
| 8 | Tack Coat
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. | - | Sqm | 9.6 | - |
| 9 | 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. | - | Sqm | 11 | - |
| 10 | 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)). | - | MT | 2,969 | - |
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