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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹94.5 LAdmitted-Finance | +1.51% | ₹94.5 L | L1 | Admitted-Finance |
| 2 | L2₹99.5 LAdmitted-Finance | +6.87% | ₹99.5 L | L2 | Admitted-Finance |
| 3 | L3₹1.2 CrAdmitted-Finance VILLAGE POST RIDDL TEH DUNGARGARH BIKANER RAJASTHAN | BIKANER | BIKANER | RAJASTHAN | +28.00% | ₹1.2 Cr | L3 | Admitted-Finance |
Tender Value
₹93.1 L
EMD Value
₹1.9 L
Closing Date
2 Apr 2026, 6:00 pmClosed
Executive Engineer
RSAMB Bikaner
Construction of link road Godaron ki Dhaniya (Rajera) to Siddon ki dhaniyan (Punrasar Marg) length 3.00 KM under KUMS Bikaner (Grain)
2026_RSAMB_548114_1
NIB No 17/2025-26
Open Tender
Civil Works
150 days
Bikaner
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,000
A/C 51015929107 Executive Engineer RSAMB
₹1.9 L
Yes
7 Apr 2026
24 Mar 2026
7 Apr 2026
24 Mar 2026
2 Apr 2026
24 Mar 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 |
|---|---|---|---|---|---|
| 1Construction 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 | |||||
| 2Excavation 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. | |||||
| 3Construction of granular sub-base by providing well graded material, spreading in uniform layers on prepared surface, mixing by manual mean method at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRTH Specification Clause 401. All lead & Lift of material . from quarry For grading III matarial. | |||||
| 4Providing, 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 404Using Crusher Broken Aggregate By Manual Means | |||||
| 5Providing, 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 By Manual Means | |||||
| 6Providing 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. | |||||
| 7Providing 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. | |||||
| 8Providing, 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.By Mechanical Means. Bitumen (VG-30). | |||||
| 9Providing 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. By Mechanical Means Type B. Bitumen (VG-30) . | |||||
| 10Supply Of Sign Board size 120x75 made out of 1.25 mm thick M.S. sheet duly framed with 33.3 mm ODMS black tube medium class as per IS- 1239 (Part-I) 1979 with inner support of M.S. flat 12x3 mm whole structure is fixed on two posts of 42 mm ODMS black tube (Medium class ) as per IS-1239 processed with blue stoving enamel paint and white figuring direction arrow in superior quality of synthetic enamel paint, firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and MoRTH Specification Clause 801. | |||||
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