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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.9 CrAdmitted-Finance | -5.11% | ₹3.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹4.2 Cr+₹30.9 L (7.96%)Admitted-Finance AA CLASS NEAR DUDI PETROL PUMP GAJNER ROAD BIKANER RAJASTHAN | BIKANER | BIKANER | RAJASTHAN | +3.88% | ₹4.2 Cr+₹30.9 L (7.96%) | L2 | Admitted-Finance |
Tender Value
₹4.1 Cr
EMD Value
₹8.1 L
Closing Date
10 Aug 2026, 6:00 pmClosed
SE PWD CIRCLE BIKANER
SE PWD CIRCLE BIKANER KOTHI NO 9 CIVIL LINE BIKANER
Construction of BT road from Mainsar to Biliniyasar via Thawariya, Gajsukhdesar (Between Thawariya and Biliniyasar) km. 12/0 to 26/0
2026_CEPWD_584320_1
NIT 04 Year 2026-27 PWD Circle Bikaner
Open Tender
Civil Works - Roads
Percentage
180 days
Nokha
Please refer tender document
2 documents required · 2 mandatory
₹5,000
EE PWD DN NOKHA MDRISL JAIPUR
₹8.1 L
Yes
8 Sept 2026
8 Aug 2026
11 Aug 2026
8 Aug 2026
10 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 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRTH Specification Clause 201.By Mechanical Means.In area of Non-thorny jungle | 1 | Hect. | 10,374 | ₹10,363.63 |
| 2 | 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 & Granular Courses | - | Cum | 69 | - |
| 3 | Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per MoRTH Specification Clause 305.4.3 | - | Sqm | 13 | - |
| 4 | Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | - | Cum | 20 | - |
| 5 | 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 | - |
| 6 | 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. Note :- Deduct if excavated earth as per item No. 3.5 (ii) is used and pushed for filling in embankment. | - | Cum | 28 | - |
| 7 | 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 | - |
| 8 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, 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 | - | Cum | 44 | - |
| 9 | 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 | - |
| 10 | 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. Using Crusher Broken Aggregate.By Manual Means | 1 | Cum | 1,214 | ₹1,212.79 |
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