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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 CrAccepted-Finance | ₹4.2 Cr | L1 | Accepted-Finance Ist lowest |
| 2 | L2₹4.3 CrRejected-Finance 0 | NA | NA | 121004 | ₹4.3 Cr | L2 | Rejected-Finance second lowest |
Tender Value
₹5.0 Cr
EMD Value
₹10.0 L
Closing Date
7 Aug 2026, 4:00 pmClosed
Suprintending Engineer PMGSY Ciircle Baramulla
Office of Superintending Enginer PMGSY Circle Bla R and B complex Baramulla
Construction and maintenance of road from L026 Link Road Gingal to Bijhama RD 6500 to Jabadar Length 1 60 Kms Stage Complete Carriageway width 3 75Mtrs PMGSY IV Batch I 2026-27 Package No JK03 4509 PMGSY Division Uri
2026_KSRRD_148815_1
08/SE/PMGSY/ BLA/E-TENDERING OF 2026-27
Open Tender
Civil Works - Roads
Percentage
548 days
Uri
Please refer Tender documents.
23 documents required · 23 mandatory
₹10,000
₹10.0 L
Office of Superintending Enginer PMGSY Circle Blr
24 Aug 2026
25 Jul 2026
8 Aug 2026
26 Jul 2026
7 Aug 2026
27 Jul 2026
27 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 | Earth Work | - | - | - | - |
| 2 | Excavation in soil in Hilly Area by mechnical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1 | 2,721.55 | Cum | 165.81 | ₹4,51,260.21 |
| 3 | Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2. | 302.39 | Cum | 290.35 | ₹87,798.94 |
| 4 | Embankment | - | - | - | - |
| 5 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 5,081.66 | Cum | 75.32 | ₹3,82,750.63 |
| 6 | Unlined Surface Drain | - | - | - | - |
| 7 | Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307 | 1,000 | Rm | 27.28 | ₹27,280 |
| 8 | Pavement | - | - | - | - |
| 9 | Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2 | 2,385.45 | Cum | 71.45 | ₹1,70,440.4 |
| 10 | Construction of Granular 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 Technical Specification Clause 408. Using naturally occuring gravel | 2,158.88 | cum | 0.4 | ₹861.39 |
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