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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.1 CrAdmitted-Finance | -26.78% | ₹1.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.4 CrAdmitted-Finance | -5.55% | ₹1.4 Cr | L2 | Admitted-Finance |
Tender Value
₹1.5 Cr
EMD Value
₹3 L
Closing Date
4 Aug 2026, 11:00 amClosed
EXECUTIVE ENGINEER BDA BIKANER
BDA CAMPUS BIKANER
E-BID-10-2026-27 WORK NO 14
2026_UITBK_579445_14
E-BID-10-2026-27
Open Tender
Civil Works
Percentage
180 days
BDA BIKANER
E-BID-10-2026-27 WORK NO 14
2 documents required · 2 mandatory
₹2,000
SECRETARY BDA BIKANER
₹3 L
Yes
6 Aug 2026
30 Jul 2026
4 Aug 2026
30 Jul 2026
4 Aug 2026
30 Jul 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 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge. 1: 3: 6 or richer mix. | 150 | cum | 637 | ₹95,550 |
| 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 | 150 | cum | 100 | ₹15,000 |
| 3 | 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 | 750 | Cum | 76 | ₹57,000 |
| 4 | Carriage of Earth sand line Murom with all leads | 1,200 | Cum | 125 | ₹1,50,000 |
| 5 | 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 | 750 | Cum | 450 | ₹3,37,500 |
| 6 | Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre-mix carpet and seal coat type B as per MoRTH specification Clause 3004.2 | 7,500 | Sqm | 205 | ₹15,37,500 |
| 7 | Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per MoRTH specification Clause 404 | 7,500 | Sqm | 138 | ₹10,35,000 |
| 8 | 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 | 15,000 | Sqm | 31 | ₹4,65,000 |
| 9 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRTH Specification Clause 503. | 22,750 | Sqm | 11 | ₹2,50,250 |
| 10 | 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. Case - II By Mechanical Means Bitumen (VG-30) | 22,750 | Sqm | 135 | ₹30,71,250 |
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