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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAccepted-AOC NOWBUGH CHADOORA | JAMMU | JAMMU AND KASHMIR | 180001 | ₹1.4 Cr Quoted ₹1.1 Cr | L1 | Accepted-AOC Lowest Bidder and signed Agreement |
| 2 | L2₹1.4 Cr+₹20.7 L (18.1%)Rejected-Finance | ₹1.4 Cr+₹20.7 L (18.1%) | L2 | Rejected-Finance L2 |
Tender Value
₹1.7 Cr
EMD Value
₹3.4 L
Closing Date
16 Feb 2026, 4:30 pmClosed
Superintending Engineer, Pmgsy Circle Srinagar
Office of S.E Pmgsy Circle Srinagar
Refer to BOQ
2026_KSRRD_146520_1
JK13124
Open Tender
Civil Works - Roads
Percentage
275 days
Kangan Ganderbal
Refer to Bid Documents
23 documents required · 23 mandatory
₹10,000
₹3.4 L
Office of S.E Pmgsy Circle Srinagar
25 Mar 2026
6 Feb 2026
17 Feb 2026
6 Feb 2026
16 Feb 2026
9 Feb 2026
9 Feb 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 | SITE CLEARANCE | - | - | - | - |
| 2 | Dismentalling of existing structures like culverts , bridges ,retaining walls,footpaths and other structure comprising of masonry , cement concrete , wood work , steel work , including T&P and scaffolding wherever necessary , sorting the dismantled material , disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m as per Techanical Specifications Clause 202 By Mechanical Means | - | - | - | - |
| 3 | Cement concrete | 49 | Cum | 783 | ₹38,367 |
| 4 | Earth Work | - | - | - | - |
| 6 | a) Excavation in hard soil in Hilly Area Excavation in soil in Hilly Area by mechanical 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 | 2,061 | Cum | 165.81 | ₹3,41,734.41 |
| 7 | 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, | 883 | Cum | 290.35 | ₹2,56,379.05 |
| 8 | 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. By mechanical means | 500 | Rm | 27.28 | ₹13,640 |
| 9 | Disposal of excavated material upto lead of 5.0km | 589 | Cum | 187.6 | ₹1,10,496.4 |
| 10 | Pavement | - | - | - | - |
| 11 | Loosening of the ground upto a level of 300mm below the subgrafde level,watered,graded and compacted in layers to meet requirement of tables 300.1 and 300.2 for subgrade construction as per technical specifications clause 303.5.2 | 660 | cum | 71.45 | ₹47,157 |
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