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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹78.6 LAdmitted-Finance | -33.51% | ₹78.6 L | L1 | Admitted-Finance |
| 2 | L2₹81.4 LAdmitted-Finance | -31.13% | ₹81.4 L | L2 | Admitted-Finance |
| 3 | L3₹85.1 LAdmitted-Finance | -27.97% | ₹85.1 L | L3 | Admitted-Finance |
| 4 | L4₹86.9 LAdmitted-Finance | -26.51% | ₹86.9 L | L4 | Admitted-Finance |
| 5 | L5₹87.3 LAdmitted-Finance | -26.17% | ₹87.3 L | L5 | Admitted-Finance |
Tender Value
₹1.2 Cr
EMD Value
₹2.5 L
Closing Date
7 Jul 2026, 11:00 amClosed
EXECUTIVE ENGINEER BDA BIKANER
BDA CAMPUS BIKANER
E-BID-05-2026-27 WORK NO 05
2026_UITBK_570941_5
E-BID-05-2026-27
Open Tender
Civil Works
Percentage
180 days
BIKANER
E-BID-05-2026-27 WORK NO 05
2 documents required · 2 mandatory
₹2,000
SECRETARY BDA BIKANER
₹2.5 L
Yes
22 Jul 2026
24 Jun 2026
7 Jul 2026
24 Jun 2026
7 Jul 2026
24 Jun 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 by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as
per MoRTH Specification Clause 301.3 | 10,000 | CUM | 76 | ₹7,60,000 |
| 2 | Construction of Embankment with Material Obtained from Borrow Pits 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 | 15,000 | CUM | 58 | ₹8,70,000 |
| 3 | Carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete. Earth, Sand, Lime, Morrum manure or sludge lead upto 5 KM | 10,000 | CUM | 66 | ₹6,60,000 |
| 4 | Granular Sub-base with Well Graded Material (Table 400-1) (A) By Mix in Place Method Constructionof 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 | 6,500 | CUM | 450 | ₹29,25,000 |
| 5 | Water Bound Macadam Sub-base/base with Stone Screening (1) WBM Grading 1 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 roller80-100 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 Mechanical Means | 6,500 | CUM | 1,016 | ₹66,04,000 |
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