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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹6.6 CrAdmitted-Finance | -32.98% | ₹6.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹7.1 Cr+₹54.1 L (8.24%)Admitted-Finance | -27.46% | ₹7.1 Cr+₹54.1 L (8.24%) | L2 | Admitted-Finance |
| 3 | L3₹7.1 Cr+₹55.9 L (8.52%)Admitted-Finance | -27.27% | ₹7.1 Cr+₹55.9 L (8.52%) | L3 | Admitted-Finance |
| 4 | L4₹7.5 Cr+₹97.7 L (14.9%)Admitted-Finance | -23.00% | ₹7.5 Cr+₹97.7 L (14.9%) | L4 | Admitted-Finance |
| 5 | L5₹7.6 Cr+₹1.0 Cr (15.4%)Admitted-Finance | -22.67% | ₹7.6 Cr+₹1.0 Cr (15.4%) | L5 | Admitted-Finance |
Tender Value
₹9.8 Cr
EMD Value
₹19.6 L
Closing Date
2 Feb 2026, 6:00 pmClosed
EXECUTIVE ENGINEER PRN SOUTH
Room No 137, MB-FF, Main Building
Renewal and restoration of various Sector Roads in Sector I in PRN South Zone JDA Jaipur
2026_JDAJP_526565_1
JDA-EE-PRN-SOUTH-14-2025-26
Open Tender
Civil Works
Percentage
270 days
PRN SOUTH AREA
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
ONLINE JDA WEBSITE
₹19.6 L
Yes
25 Feb 2026
9 Jan 2026
6 Feb 2026
12 Jan 2026
2 Feb 2026
12 Jan 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 | Excavation in Cutting in Soil
Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m
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 | - | Cum | 31 | - |
| 2 | Dismantling Kerb Stones
Dismantling kerb stones by manual means and disposal of dismantled material with all lifts and upto a lead of 1000 m as per MoRTH Specification Clause 202. | - | Rmt | 8 | - |
| 3 | Dismantling of Flexible Pavements
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 | 1 | Cum | 100 | ₹99.9 |
| 4 | Carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete.
Earth, Sand, Lime, Morrum manure or sludge Add for each 1 Km beyond Ist Km (upto 5 Km.) | 0.29 | Cum | 3.3 | ₹0.96 |
| 5 | Carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete.
Earth, Sand, Lime, Morrum manure or sludge Add for each 1 Km beyond 5 Km (upto 10 Km.) | 0.29 | Cum | 3.15 | ₹0.91 |
| 6 | Carriage with care Precast cement concrete blocks like Dand &
kerbs etc weighing Upto 50 Kg.
For 5 Km. | - | Each | 6.36 | - |
| 7 | Building Rubbish Stone metal (Grit and ballast etc.)
For 5 Km. | 1 | Cum | 82.2 | ₹82.12 |
| 8 | 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 MoRD Specification Clause 401.
For Grading I Material` | - | Cum | 512 | - |
| 9 | Wet Mix Macadam
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
400.11 & 400.12 and MoRD Specification Clause 406. By Mechanical Means with 1 km lead | - | Cum | 1,147 | - |
| 10 | Prime Coat
Providing 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 | - | Sqm | 31 | - |
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