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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAccepted-AOC H NO 13149 STREET NO 3 SHIV COLONY BATHINDA PB 151001 | BATHINDA | BATHINDA | PUNJAB | 151001 | L1 | Accepted-AOC Approval | |
| 2 | L2₹1.5 Cr+₹6.0 L (4.10%)Rejected-Finance 8 A 31 JAWAHAR NAGAR SRI GANGANAGAR RAJASTHAN 335001 | SRI GANGANAGAR | SRI GANGANAGAR | RAJASTHAN | 335001 | L2 | Rejected-Finance Higher Bid Not Accept |
Tender Value
₹1.6 Cr
EMD Value
₹3.2 L
Closing Date
9 Feb 2026, 12:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Addl. Chief Engineer PWD Zone Bikaner
Addl. Chief Engineer PWD Zone Bikaner
Construction and Maintenance of Rural roads under PMGSY-IV, Batch-I, 2025-26 Package No. RJ15P4-01
2026_CERJ_146132_1
RJ15P4-01
Open Tender
Civil Works - Roads
Piece-work
152 days
PWD Dn Hanumangarh
As Per Tender Document
7 documents required · 7 mandatory
₹3,000
₹3.2 L
Yes
Addl. Chief Engineer PWD Zone Bikaner
7 Oct 2026
15 Jan 2026
9 Feb 2026
19 Jan 2026
9 Feb 2026
19 Jan 2026
15 Jan 2026 - 9 Feb 2026
30 Jan 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 |
|---|---|---|---|---|---|
| 1Part (A) Flexible Pavement | |||||
| 1.01 | SETTING OUT, CLEARING & GRUBBING & SCARIFYING | - | - | - | - |
| 1.02 | Setting Out
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. | 2.12 | Per Km | 73,946 | ₹1,56,765.52 |
| 1.03 | Clearing Grass and Removal of Rubbish
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 | 0.64 | Hect. | 24,089 | ₹15,416.96 |
| 1.04 | SUBGRADE & EARTHEN SHOULDER | - | - | - | - |
| 1.05 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per MoRD Specification Clause 302.3 | 1,566.49 | Cum. | 38 | ₹59,526.62 |
| 1.06 | Construction of Embankment with Material Obtained from Roadway Cutting
Construction 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 Add extra for each additional Lead of 50m or part there of above the first 50m for all soils above 500m upto 1000m Lead Add for compaction by Vibromax Earth Compactor | 1,566.49 | Cum | 46 | ₹72,058.54 |
| 1.07 | Construction of Embankment with Material Obtained from 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 1000 m as per MoRD Specification Clause 301.5 | 4,982.37 | Cum. | 149 | ₹7,42,373.13 |
| 1.08 | GSB & WBM | - | - | - | - |
| 1.09 | Granular Sub-base with Well Graded Material (Table 400.1)
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 III Material | 1,556.06 | Cum. | 1,408.99 | ₹21,92,472.98 |
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