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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.2 CrAccepted-AOC | ₹9.2 Cr | L1 | Accepted-AOC lowest bidder |
| 2 | L2₹10.8 CrRejected-AOC SITA KUTIR BEHIND COURT NEAR SBI BANK PHALODI DISTRICT PHALODI 342301 | PHALODI | PHALODI | RAJASTHAN | 342301 | ₹10.8 Cr | L2 | Rejected-AOC L2 bidder |
Tender Value
₹12.1 Cr
EMD Value
₹24.2 L
Closing Date
6 Apr 2026, 12:00 pmClosed
Addl. Chief Engineer PWD Zone I jodhpur
Addl. Chief Engineer PWD Zone I jodhpur
Construction and maintenance of Rural roads under PMGSY-IV, Batch-I, 2025-26, Package No. RJ47P4-03 (District Phalodi)
2026_CERJ_147096_1
RJ47P4-03
Open Tender
Civil Works - Roads
330 days
Phalodi
Please refer Tender documents.
7 documents required · 7 mandatory
₹15,000
₹24.2 L
Addl. Chief Engineer PWD Zone I jodhpur
19 May 2026
24 Mar 2026
6 Apr 2026
25 Mar 2026
6 Apr 2026
25 Mar 2026
1 Apr 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 |
|---|---|---|---|---|---|
| 1Name of Work:- (1) Luna udat Road to Rathoro ki Dhani Construction of reference bench mark (1 No.), working bench mark (4 Nos.) and near all drainage structures and bridges (as per direction of Engineer-in-charge), reference pillar/ burgees @ 50m interval on both side of formation width including marking of centre line, setting out curves, recording of levels, white washing and lettering etc. complete as per MORD specifications cl. 108. | |||||
| 2 | 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 MoRD Specification Clause 201.
By Mechanical Means
In area of non-thorny jungle | 1 | P.Hect. | - | - |
| 3Construction 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 MoRD Specification Clause 301.5 | |||||
| 4Excavation 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. | |||||
| 5 | 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 1000 m as per MoRD Specification Clause 301.5 | 1 | P.Cum | - | - |
| 6Construction of Foundation / Inaugration Pedastal in 23 cm thick Brick masonry in CM 1:4 of size 1.20m x 1.80m above ground level with adequate foundation including providing and fixing of Granite stone of size 0.75m x0.60m with engraving letters and figures,cement plaster,white washing etc. complete as per direction of Engineer in charge. | |||||
| 7 | Construction of granular sub-base by providing well graded crusher borken material, mixing in a mechanical mix plant at OMC , carriage of mixed material to work site upto lead of 1000m 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 MoRD Specification Clause 401. For Grading I Material | 1 | P.Cum | - | - |
| 8Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per MoRD Specification Clause 408. Using naturally occuring gravel | |||||
| 9 | 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 MoRD Specification Clause 405. Using Crusher Broken Aggregate By Mechanical Means | 1 | P.Cum | - | - |
| 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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per MoRD Specification Clause 405. using Crusher borken aggregate. using Crusher borken aggregate By Mechanical Means | 1 | P.Cum | - | - |
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