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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.5 CrAdmitted-Finance | -3.51% | ₹2.5 Cr | L1 | Admitted-Finance |
Tender Value
₹2.6 Cr
EMD Value
₹5.2 L
Closing Date
1 Sept 2026, 6:00 pmClosed
EE PWD DN NOKHA
EE PWD DN NOKHA, SUJANGARH ROAD, OPPOSITE BAGARI GUEST HOUSE, NOKHA
Construction of various missing link under Package RJ-08/NP-ML/CMBA/07
2026_CEPWD_593231_7
NIT 07 of Year 2026-27
Open Tender
Civil Works - Roads
Percentage
150 days
Nokha
Please refer tender document
2 documents required · 2 mandatory
₹2,000
EE PWD DN NOKHA MDRISL JAIPUR
₹5.2 L
Yes
10 Sept 2026
27 Aug 2026
2 Sept 2026
27 Aug 2026
1 Sept 2026
27 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 | Somalsar SH-20 to ITI College Km. 0/0 to 0/200 | - | - | - | - |
| 2 | Part A- EARTH WORK | - | - | - | - |
| 3 | 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 | 25 | - |
| 4 | 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 | - | Cum | 33 | - |
| 5 | PART- B WBM WORK | - | - | - | - |
| 6 | 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 | - | Cum | 468 | - |
| 7 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening & binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 1 as per MoRTH Specification Clause 404. | - | Cum | 1,214 | - |
| 8 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone 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 borken aggregate | - | Cum | 1,430 | - |
| 9 | PART C - BT WORK | - | - | - | - |
| 10 | 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 | 28 | - |
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