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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹9.4 LAdmitted-Finance | -5.72% | ₹9.4 L | L1 | Admitted-Finance |
Tender Value
₹10 L
EMD Value
₹20,000
Closing Date
23 Feb 2026, 11:00 amClosed
EXECUTIVE ENGINEER BDA BIKANER
BDA CAMPUS BIKANER
E-NIT-56-III-2025-26 WORK NO 01
2026_UITBK_539465_1
E-NIT-56-III-2025-26
Open Tender
Civil Works
30 days
BIKANER
E-NIT-56-III-2025-26 WORK NO 01
2 documents required · 2 mandatory
₹1,000
SECRETARY BDA BIKANER
₹20,000
Yes
11 Mar 2026
17 Feb 2026
23 Feb 2026
17 Feb 2026
23 Feb 2026
17 Feb 2026
Excavation in Cutting in Soil by manual means with lead upto 50m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5m and lead upto 50m as per MoRTH Specification Clause 301.3
Carriage of Earth sand line Murom with all leads
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
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 2 as per MoRTH Specification Clause 404. By Manual Means
20mm thick Open-Graded Premix Carpet using Bituminous (Viscosity grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using Viscosity grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per MoRTH Specification Clause 510.Manual Means Bitumen (VG-30)
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per MoRTH Specification Clause 511 Manual Means Bitumen (VG-30)
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
Total
2 Percent
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